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851 Central Park Dr 99-2900 New Construction
6' LONG PRECAST CONCRETE BUMPER 2' MAX. 3„ -I r CV VARIES =I EL. 32.25 . . _ D.H.W. EL. 32.11 EL. 30.50 3 (2) No. 5 DOWELS - 3' LONG fill NOTE: SIDES AND BOTTOM TO `BE SODDED. PRECAST BUMPER DETAIL (20' STALL), RETENTION POND N.T.S. N.T.S. HANDICAP SIGN BOT OF SIGN TO BE 7' ABOVE GRADE. W o Qj 12 K15 14' a. 0 � w S�^ m.l F»- 4" I I 4 I �i I 4?• y� -I � 4 2- HANDICAP PARKING SPACE STRIPING c LOT 32 VACANT 9' EXIST. F.H. I- _ 1 \ / ^1,Y" STOP BAR & I y ^ 5 I �S• o STOP SIGN I I P I N / 0 k SCALE: 1 " = 30' ; FIRE FOc. CATCH DRAIN I IS o 4-j/ x�-"" �f-- TOP ELEV.- 30.43' S. INV. 28.43' 0 i I ^� °5' 12' 10' W. INV. 28.53' I I / ,�• N .�Q LLl 3{ of I �`� k / X ! x x 3 I I 15" VG I I 114. 7 I 0 8"C.M.P. - I 20' F.F. EL. O Ix o I I k LOT 7 Q I _ cj S FLA. SOLAR I J W � x� Q I I in -3\4" POLY W. SER.'14 AN. C.O. SAN, C.O. a y _ 6" SAN. LAT.` -,P, n Z N I S _ //� Q 1" WATER METER cy k 31.50 X 32,25 W/B.F.P. h6 o 0 3\4" IRRIGATION METER N 89'45 02' E W/B.F.P. OUTffALL W/ SKIMMER g0 15' 115"0 CMP. WITH M.E.S EXIST. 14" RECLAIMED - I U U U U WATER LINE (2) 1 X 1 X 4" POSTS THROUGH EACH HAY e ) LOT 30 � BALE. HAY BALES TO BE LAID SIDE BY SIDE. 6h Ld VACANT AROUND EXISTING INLET AS LONG AS NECESSARY. y�. Q -HAY BALE BARRIER Y a ALL C0N7�a F:. ,O! 7(jI 1'�.9 SEVIEFg���� Q 1 ANQ CITY STAFF 13LEI z �� ,Yy, � L F'� m ''" c� -, J 32.0 d 0 EROSION CONTROL dn3 % t �' a�(o J1>� CONTRACTOR TO INSTALL EROSION CONTROL+ I'''' '='.1��3:,� 31.0 J yo^ FENCING ON CENTRAL PARK DRIVE, AND Fla 1--30.0 APPROXIMATELY TO THE MID POINT OF THE ANT) sa��z•1' 1"10N EASTERLY AND THE WESTERLY PROPERTY LINE. L_ CALL (407) 330.567.1 29.0 L� - 40+0 28+0 20+0 00+0 UTILITY IMPACT FEES CROSS O S h r' u S SECTION AT ENTRANCE 3 �" p r CtC 4 1 a a " (� r It3% 1 ti�GY 1 a`a tlyei�i�c p g f'1w a✓ 9 80NS4 CALL (407) 302-1003, NOTE: (HANDICAP SIGN ONLY) 1r { 1.) ALL LETTERS ARE "I" SERIES "C", PER MUTCD. rro-u 2.) TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH 10 WHITE REFLECTORIZED LEGEND AND BORDER. 3.) BOTTOM PORTION OF SIGN SHALL HAVE A b REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK BORDER. PARKING BY DISABLED PERMIT 4.) ONE SIGN REQUIRED FOR EACH PARKING SPACE, ONLY }" 5.) HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH 250,00 FINE SECTION 24-23 OF THE MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MUTCD) CITY ORD. #3211 11 7/8- HANDICAP SIGN .1. w z �I ci 0 a 5 4' SIDEWALK BERM 15" 0 C.M.P. M.E.S. DOT INDEX #273 CROSS SECTION OUTFALL SKIMMER 8" 6" 2"R _ CONC. PAVT. 4 tD d 3/4" R. MOUNTABLE CURB DETAIL TOP EL. 32.25 - WEIR CREST = 31.33 4"0 PVC INV. 30.5 1"0 BLEEDER HOLE (IN CAP) r� POND BOTTOM 30.50 �- DISH OUT POND BOTTOM 29.83 4" CONC. SLAB I I I S°' I I 01 O I I I I I O I I I I 5' UTILITY & DRAINAGE EASM'T I I I I EACH SIDE OF LOT LINE. I I I 6^ I I 19 4.6 5' yob �h-----------j �.• I I soh - iv I I I I I I I I I DUMPSTER I I I I I I I I I ,. A I U� I I I I 0I M I 'o I o� % I 0 i LOT 13 cP ! I I z VACANT DOT IND IX # 300 (CONC. CURB TYPE D.) 12'- 0" 0 I 0 r DUMPSTER ENCLOSURE DETAIL 6' CHAIN LINK FENCE WITH P. V. C. SLATS EXPA�,�,, ,, „T 6" CONC. (3 WITHIN R/W k TAX I.D. 28-19-30-5NR-0000-0310 I DRIVEW1A)" DETAIL UTILITIES��� SEWER CITY O' SANFORD WATER CITY (:=' SANFORD RECLAIMED WATER CITY G+* SANFORD POWER FLA f OWER AND LIGHT SOLID WASTE CITY 9F SANFORD ol / �I w LENTRAL DRIfF� I.,31 z Q of 30 32 33 SITE 15A. LOCATION MAP 15'f "GENERAL NOTES" SIDE WALK 32.50 32.25 T.O.B. SITENJORK: 1. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING . _ UTILITIES BEFORE CONSTRUCTION COMMENCES. 30.50 WEIR (TOP EL. 32.25 2. THE SOIL SHALL BE COMPACTED OF 98% OF MODIFIED PROLTOR MAXIIMUM D.H.W. 31.42 BOT. EL 31.33 .75' WIDE) DRY DENSITY AT OPTIMUM MOISTURE CONTENT AT BUILDING AND PARKING. 4 BLEEDER PIPE 4" X 2' X 3' CONC. SLAB 3. ALL CONCRETE SHALL CONFORM TO ACI 318 AND SHALL ATTAIN WITH SCREW CAP r, MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28 DAYS. , NOTE: SIDES AND BOTTOM TO BE SODDED. 4. THE CONTRACTOR SHALL CONSTRUCT WATER RETENTION AREAS AS SHOWN ON THE PLAN UNLESS OTHERWISE APPROVED BY THE ENGINEER AND THE CITY, RETENTION POND 5. BOTTOMS OF ALL RETENTION AREAS TO BE SODDED. �- 5" CONCRETE (3000 psi) f�! IIII_11111=4 I_. ° °4 ° 4 G .d . IIIII-11111= IIIII-11111 �=11111-11111=IIIII-11111= IIIII-1111 PARKINC-1 LOT SECTION AN1SCAPE LEGEND: 1,- LIVE OAK OR OTHER PERMITTED TREES (10' HT. - 2" CAL.) AT 4.5 FT. FROM BASE. G `D LUGUSTRUM OR VIBURNUMS (24" HT. PLANTED 30" o/c) 0 ' iNDiCATES EXISTING TREES TO REMAIN. s 'N�;ICATES EXISTING TREES TO BE REMOVED. THE ('ONTRACTOR SHALL PROVIDE A RATIO OF 1:10 FOR SHRUBS IN ALL INTERNAL LANDSCAPE ISLANDS. ALL LANDSCAPING SHALL BE FLORIDA #1. QUAILITY. ,yob LEGEND 1- FLOW DIRECTION 1°? EXISTING GRADES �!? x PROPOSED GRADES PROPOSED PARKING; LOT LIGHTS 6. ALL LANDSCAPE AREAS TO BE SODDED. 7. ALL LANDSCAPE AREAS TO BE IRRIGATED BY UNDERGROUND IRRIGATION SYSTEM. 8. PARKING LOT STRIPING SHALL BE F.D.O.T. WHITE TRAFFIC RATED PAINT. UTILITY GENERAL, NOTES: 9. 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED 1. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL OF 3'-0" BELOW FINISHED GRADE, TO THE TOP OF PIPE. ALL DEVICES AND LOCATED AS SHOWN ON SITE PLAN. P.V.C. PIPE SHALL BE WRAPPED WITH #14 INSULATED SOLID COPPER 10. STOP BAR SHALL BE 24" WIDE, WHITE PAINT AND LOCATED WIRE AS REQUIRED BY THE CITY OF SANFORD. AS SHOWN ON SITE PLAN. . •• 2. WATER SERVICES FROM WATERLINE TO METER BOX SHALL BE 1 COPPER, WAfE : 11. . HANDICAP SYMBOL SHALL BE WHITE PAINT, SERVICES FROM WATER METER BOX TO BLDG. SHALL BE POLYETHYLENE. 12. ALL ADDRESS NUMBERS SHALL BE'VISIBLE AND READABILE FROM 3. ALL PIPE SHALL BE DISINFECTED AND TESTED. THE TESTING RESULTS STREET. SHALL BE SUBMITTED IN ACCORDANCE WITH LDR, SCHEDULE N. 60 13. iNSTALL "NO TRESPASSING,` CONSTRUCTION SITE' SIGN AS MATERIALS AND TESTING. SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. 14. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF 4. ALL TEES, CAPS, PLUGS, BENDS, FIRE- HYDRANTS, VALVES, GREATER THAN 4", If THE BUILDING PERMIT. SHALL BE PROVIDED WITH THRUST BLOCKS. 15. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12: 1). 5. THREE QUARTER INCH WATER SERVICE SHALL BE POLYETHYLENE PRESSURE TUBING 16. DEVELOPER WILL OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED. CONFORMING TO AWWA C-901-78, 200 PSI, DR-9. 17. 6' 'PVC:CHASE UNDER DRIVEWAY. 6. WHERE WATER LINES CONFLICT WITH STORM AND SANITARY SEWER, THE 18. RAISED CURBING AROUND LANDSCAPE ISLANDS AS SHOWN. WATER LINES SHALL BE LOWERED DURING CONSTRUCTION. 19. DUMPSTER SITE TO BE IN ACCORDANCE WITH SECT. 5.2 7. ALL UTILITY CONNECTION LOCATIONS ARE TO BE VERIFIED IN THE FIELD PARAGRAPH 6.7 SUB. 6.7 OF THE L.D.R. 8. ALL SANITARY SEWER PIPE SHALL BE ,P.V.C. SEWER PIPE CONFORMING 20, SITE IN NOT WITHIN THE 100 YEAR FLOOD ZONE, TO ASTM D-3034, AND BE INSTALLED IN .ACCORDANCE 21. THERE ARE NO WET LANDS ON THIS SITE. WITH ASTM D-2321. 22. SECONDARY POWER TO BE PROVIDED OVERHEAD. 9. SINGLE RECLAIM METER BOXES SHALL BE IDENTIFIED AS RECLAIMED WATER 23. LIGHTING FOR PARKING LOT TO BE PROVIDED ON BUILDING AS SH_QWN: METER BOXES LOCATED IN RIGHT OF WAY.. _------ u4� 24. EXISTING ZONING, R1-1. 10. ALL UTILITY STUB OUTS HAVE BEEN LOCATED BY THE SURVEYOR, 25. EXISTING SOIL TYPE AS `2ERSOILJ SU VEY '80 SEbtIN LEA COUNTY IS BASINGER. - J 112i.': Approved b7 ,)TUrt3"/ "fl wbi ' L to: of Sanford Codes, land Develogrnent lte lati0n5 and 1 AtlCol •suesns1vItJ�[ toltaT1cunentCity Count SjR,18MD, cti a ar tf y?.Oply l nttits 0n site ( ity, I, ?, t �r r tt T t� l' qn red to ob(asn and maintain a 1 pe ,,-• ,r A r) al}plic :bt for final insptiction, ,r°UJ ' �.�€ t,. ct�J1 city ci' Sanford E3uilding Deg'�m�nt (330-5656) 3. r ontractot J,,1' J Title, t0 O cupat y , t rs�,, rlOT t0 tnty Const!uction. a, Call :;un t rr t SJU 131.�7 /U or utility lcx uun p g, Building l zr�t is r�iuired for'LLay above 911, at1 structures t+hicit shall include any develogruent malt is obtained widen buf ,:r scrvcn vialis or rzclosurP 6. at1 • deve toprrf ait p4 +,3 appro+al 5hcil1 beror. a invalid unless a building p twelve (l'L) tnatiths of iS5uaxt'e• 1. 'r-AVic interfupti0l's"J"'b 11t 'ROI U s/ICTs5, andtFDOT Roadwcry acid T fi c Design �! U Olt�l'I'ftAk t nor to any street or lane•closures Statldard5. IVio-r Plan to be submitted to enginzzring 1 S� days p g Contractor shall be responsible for all OSHA rc auli 1nents and the Florida'I Tench Safety Act• SITE STATISTICAL DATA LOT 31 DESCRIPTION SQ.FT. ACRES % OF SITE TAKE BACK CALLS. FOR IRRIGATION SYSTEM. BUILDING AREA 7,999 0.184' 27.13 c c< TOTAL ACREAGE = 28,485 SF. (0.6717 AC.) PAVEMENT AREA 12,936 0,297 43.87Ul 7 h IRRIGATED ACREAGE = 8,550 SF., (0.196 AC.) IMPERVIOUS AREA 20,9�5 0.481 71 .00 OZ r" r PARKING REQUIREMENTS: POTABLE WATER USAGE = 1 E.R.U. * 270 G.P.D. = 270 G.P.D. LANDSCAPE AREA 8,550 0.196 29.00 �y Z , N LL ,I 2 SPACES FOR THE FIRST 4,000 S.F. RECLAIMED WATER USAGE = 15 HDSS., ® 5 GPM. = 75 GPM. * 15 = 1,�25 GPD: SITE AREA 29,485 .0.677 100.00 w W 7 1 SPACE FOR EACH 1,000 S.F., OF W WHOLESALE AND STORAGE. THE DEVELOPER SHALL CONSTRUCT RECLAIMED WATER m O W DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT J = 1 SPACE FOR EACH 200 S.F. OFFICE AREA. AND TO EACH LOT AND .TRACT WITHIN SAID DEVELOPMENT. N 1,600 S.F. -OFFICE AREA = 8.0 SPACES LEGAL: = r 4,000 S.F. WAREHOUSE AREA = 2.0 SPACES A FULLY AUTOMATIC IRRIGATION SYSITEM, UTILIZING E LOT 31 SANFORD CENTRAL PARK PHASE II, AMENDED RECLAIMED WATER, SHALL BE INSTALLED BY THE I' I n, 2,399 S.F. WAREHOUSE AREA = 3,0 SPACES DEVELOPER SO AS TO PROVIDE TOTAL COVERAGE FOR ALL I SECTION 28, TOWNSHIP 19 SOUTH, RANGE. 30 EAST. AS 1 TOTAL REQUIRED PARKING = 13.0 SPACES LANDSCAPING, INCLUDING HEDGES, TREES, AND GRASSED RECORDED IN PLAT BOOK 54, PAGES 8, 9, AND 10 AREAS, FOR THE PROPOSED DEVELOPMENT AND EACH LOT ACTUAL PARKING SPACES 13. AND TRACT, THEREIN. SEMINOLE COUNTY, FLORIDA. Pam 1 FEB 2 J 1999 Cily 0f SANFORD REVISIONS SURVEYOR: el PROJECT NUMBER J „PROJECT ENGINEERING OFFICE F I C E WAREHOUSE E H O U S E OWNER: ROBACH INC. ROBERTS SURVEYING &MAPPING NO. DATE BY `' 74c! FLORIDA CENTRAL PARKWAY 99-010 P. 0. BOX 470262 185 N. COUNTRY CLUB ROAD SUITE 2052 LAKE MOPNROE, FL: 32747 LAKE MARY FLA. 1. 02-23-98 H.R. LONGWOOD, FLORIDA 32750` 851 CENTRAL PARK DRIVE SCALE - (407)•330-3238 (407) 322-2213 (407) 830-7473 . 1" = 30' 2' PAVING, DRAINAGE, UTILITY DATE 3. AND LANSCAPE PLAN 4' E• '_'INEER: DONALD E. PFLUEGER DRAMI BY: DATE CHECKED BY DATE 5. P.E. NO. 13831 H.R. 01-28-99 D.E.P. SHEET OF SGU=Hl. CUT EDGE - ' � i ll`.II;IG IHCIICII Y(ID 111 YANKS //////'""��- CNO r: tl IHCNCII IN Utll'AVCU w/TIRE or Plrt _ / :•;tE A. (s- Mill.).) (SCE:NO E 8 IOk OTHER f uI15000 GRADE--\ _ I(C;IUItAIIUN) 2' MIN. ASPHALTIC COIIC. 7''•! r A li AIA VAR'f i t ,LC t ) I � •t w C SLL INOIk 2 •7I- 5f( resit . PIPE 0.0.� ---- 12" (I fP}'. -•�-.i:•,l $[MEET w IILL u' z 11011 S: I.IIM 11'I' ' I' It ' Y I ' Y I III AIAFI J I L 1.1 I f AS l I Uu. 1 (III UMI'ACICU 10 JS. U L 1. I'II'L NIL IJUIIII;: :li N I L l UI .. C AASHIU I-1o0. N A Y T MAXIMUMDENSITY AS PER .. IR(hL'll f1ACK:f ILL• COMMON FILL CObIP, CiCD 10 95. Of TIC 'N k" EXISIRIG PAVED - P SHALL BE USED 11C 1 P A'u - lLOtVAGLC TILL 75 IUD .S.I. LL A, S 10 I 16U. , ,t. ..I.. Z.l(CAS ARE !I'I CC LU PIPE RCUDIIC UIRIZIIG SEICCT COMMON FILL OR BEDDING ROCK, IN ACCORDANCE Willi TYPE A ULUUING -)to INCIICIIIrR, DETAIL MAf BE REQUIRED AS OIRLCILO Of THE CII'T. 15' MAT:, fOR PIPC DIAMCILks LESS THAN 24'. AND 24' FOR PIPE DIAMETER 24' AND LARC,Ck. THE b•INIMUM DISIAIICE SHALL EQUAL THE OUTSIDE DIAMCICR Of IIIC PIPE. Y'Allli '.:Ball NOT UC 1'THLIIIICO III TIE INDICII (TURING CON; I RUCTION. (II. ALL PIPC TO RC IISIALLLU 'VIIIH BCLL FACING UPSTREAM TO IIIC DIHFC1 ciN Of INIE FLOW, '/. kl'fCl+ 1O SCCIION 32.S OF IIIC MANUAL FOR SHEEIING AND BRACING, IN EXCAVATIONS. ° A I,A ACT. STATE GHIUA IRCIIC! $ f1 EI't 'GHPLY VYII11 SI IE 01 fl .t IL L d. Iltal kESIOHAIUH Ill IMPROVED AREAS SHALL HE IN COMPLIANCE WITALLAPPlI A IlC ;Ii(;OILAIIO:IG OF GUVCkhlIIG AGENCIES. SURFACE k[SiORAII011 WIIIIN Cllf HII;HI-OF-WAY SHAIL COMPLY WITH RCQUIREMENIS OF RIGHT-OF-WAY UIILIZAHON k[GULAHONS. TYf'I;_ B DEDDING AND OPEN -CUT DETAIL CI-I*Y OF SANFORD hYIAY 1997 FIG, 100 h111,IIMW,I LENGTH (FT) TO bE RESTRAINED UPI EACH SIDE OF FITTING(S), + PIPE SIZE Hrr T„ 3 0„ 3 6" , 10,r 12" 16" 2 0" 2 i JUC U iID 2 a'_- _ I _ �'- 1/2' UE)iD jl (,k URAIICii i I5t i'101ES; I. FlffltlGS SHALT. BE RESTRAINED JOINT TYPE. _. HISIALL. FULL L01GiIIS OF PIPE WITH TOTAL LLIIGIH CONIAINING ONLY ItCSIRAINE:U JOHNS LQUAL ILA OR GREAIER IFIAN I-ElIGIH SHOVZN IN CnDLE. 3, WHERE IWO OH MORE FI[HNGS ARE TOGETHER, USE Flflltic WHICH f' RESTRAINED 'FIELDS GREATEST LEtlJfH OF RES D PIPE. R E •1. II LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOIIITS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOVIII Ill Ili[ TABLE HAVE BEEN CALCULATED IN ACCORDANCE Vf1111 IHE PROCEDURE OUTLINED IN "THRUST RESfFUJNT DESIGN FOR DUCHIE IRON PIPE" AS PUBLISHED BY DIPRA, Y/IIH 111E FOLLOWHIR; ASSU YP[lolls: TYPE OF PIPE: _ _ WOKKMG PRESSURE: ----_-- SOIL LAYING COiIDITIOi '3:_-_-...__.' 6, FOR 'PIPE ENCASED ITN POLYETHYLENE, USE VALUES GIVEN ITT PARENTIHE'SES OR INCREASE THE GIVER! VALUE BY A FACTOR OF 1.5. f0 BE CGI.IPt CTFD BY THF. ENGINEER RESTRAINED PIPE TABLE. CITY OF SANFORD I MAY 1997 FIG. 104 BLUE PVC 'ed III WI IIIE IFI ILYING - C'rli "YIIIC 1^!C I i 'ulfli MITI' lfIIININ(;-- NA(fR.I. - -I+ 1 1 MAIN YOIAIL( I 1` MAIII--IAAX•-IYOIAILE WAIEH HAIR-- YUTA 1) IF.IIfRING S,IALI AI'I'fnNR Ulf 3) LEfiff(IIG MOST TIE PERMAHFII(LY `IUfS OF IIIC PIPC AI;D Rllt( fill IMPRCGHATCD 11;10 TIIC PVC (If Et1IL.9 1-010111 Of HIT. PII'L. CAN HOT BE SIENCILEU 01110 INIE SUFIFACC Or fit[ PIPE. 2) LCI IC It It I 5ifAIL If A MINIMUM 3/4' I( HEICHI AfID APPIAit III[ OR 4) LEf ICRItIG SIIALI. BE BLUE Oil MUkE I I I I I S LVEk( 21 111 C 11 L5 AL011C WHITE PVC OR wHHE ON BLUE NIC Lb;GHI OF TAIL VIPC, PVC. P-YtQ-T-2IAR LE-Y[AI ET3--L4LI!A HIS TYPICAL METAL PIPE-,, _ HALF Of PIPE. - o _ OIIG TOP II L �' ,AP IS CCNIERCD nL 0' •1- PIPC I C � rry .r rry •� r L✓, r•r' r:-',%r'i%iitilir/.il.::r7f1%:�1 i/l..Y�Gll .T�//JJ/ ':ar4::1.=.`_,�. ' ...�:::'.. ��..•+:' :J./� •Y rl" F3POIAULE WATER MAIN POLAfILE WAIEH MAIN •✓: oY.!Jr fJ�,1.'!'G'rir�lliw':;... r., rr .___. _....�...•:...._.-• %) 6" - 16- PIPC - 6' TAPE 15 PLACED ALONG BOTH SIDES Of TOP HALF OF PIPE.`\.`` �i 1• - ,.,n r Lt a.l�r Ilo u I M1,n r11Yn lYY1JJ 1 1 r1 rN .f rrr •r,.r .rrr / r / J ••rr f J r r r / / .1 •. , ✓ '? , III. YI l,'•111A Y WI•YI! ,.II• u r .Yll '•.IIY u 1 20" At1U LARGER PIPC - TAPE IS PLACED OIL 001H SIDES OF IHC TOP HALT Of IIIC PIPE .VIIit A IHIRO STRIP Cf IIIEk1D ALOIIG TOP HALF OF PIPE. \� `• . ,/ is "�.lu+ n1�1cY Nn. nuga \�`� ilu. rlrtni (;•'!� JI htl, Llt M:1cx 4 rULWL ".Ilx a .•�~�• n;NSil ..Hx a 1!.;�iT l.nx rol•x.l .nx _aa'��y •.0 v_.'„" .. �. I� TAX• rulult x•1(Y w, ;T I' uu •ulx ./. PLR PIPE +/ DI•AMCICR UL UL IAPL 1YIIH it L,ACK PEHLIAIICNILY IMPREGIIAIID LCIILkING SHALL GC ASCU. TIIC TAPC SHALL RUN FROM JOINT TO JOINT ALONG IHE PIPE. .DI1.GIILE�T10tL�2TABLE_YiATER !:1Alil �TLI�QECiI.lElC6I14tUf�CE HIS Plf' EJQEiJ1F��f9T I O� (P-27AQ LE-WA11--H ) CI rY OF SANF0RD T7,,1 A Y 1 9137 FIG. 1 I 0 Of (MI ING EDGE INCIICH W1011i VAHICS 'ROVNN TRENCH W UNPAVCD Of (MISTING Afir;S (3" bill.) PAVMENI (lee.) ' W/ 51ZC of PIPE (SEC NUIC d ION DINNER kCSIof LAUGH) fI111511C0 GRADE � . L . ,,i>;1 2' LUrI. ASPHALTIC CONE. ANGLE MAY VARY----, Y d /n .1 O r� SEE ROTC 1 L 2i ,•,/, � � .,•,1 D A {:.. . SCC NUIC 1 j ti•\.Y ru vi 1 } PIPE O.D. - I r. lr.t _ is�MJ+- _--•r,�%?'r/-- SELECT 1 COMMON }( FILL W o ��(i5g �'":�•' (5fTS4(f"� III J: F C' ?. 11 r.lTigJ/ w OCODIrIG ROCK N -{YIr((if�SSU� �'CJlf 55UiU �.51/( a PIPE C HOH[ (SEE NQIC If C t.illll NOICS: I. PIPE BEDDING: SILECI COMMUII fILL COMPACTED 10 957. Of' IHE MAXIMUM DENSITY AS PER AASHIO T-1150. AA .A M L AC % OF I MAXIMUM UCt SII f AS PER SIIIV I t tlCtl U Ch.f ILL: CO 1 IIII f IlL COIAP IED 10 95 , I IL I 2. I E 1 P V AREAS AH - 1. f Owa B /S uD P SHALL USED WHERE CXISII G A EU E S L 11 d( L TALC f IL I .5.1 , ll UC U IfICCIEU. S. 1 H Of III 'f. U Of 1'fPC A UEDDNIC 10 BE ULICRMII EU Ill IHE (ICIU AS 'TEA UI EC C CII USE 4. (•): 15• MAX, TO[( PIPC DIAMCICR LESS INAN 2i', AND 14 AIAX. FUII PIPC DIAMLICH 24' Ali() LARGER. INIE MRNIMUMo DiSrAt,cc SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WAICR SHALL NOT UC PLWBILU IN BBC IHCNCII DURING CONSiRUCHON. 6, ALL PIPC TO DE IIISTA,LLED Willi BILL rACIRG UPSTREAM TO THE DIRECTION Of 111E FLOW. 1. REFER TO SCC110152.5 OF THE CANUAl f011 SICCiIrC Atli) D BRACING Ili EX CAYAHONS. SHALL COMPLY WITH STATE Of FLORIDA IRCIICI`..AFEff ACT . 8. GRAVITY SEWERS SHALL UTILIZE TYPE A UEDURIG IF REQUIRED BY IHC CITY. BEDDING DEPIH SHALL OC 4" MINIMUM FOR (PIPC OUMETER LESS THAN I,' AND G" MINIMUM FOR Pit'[ DA0,111It 16" AND LARGER. 9, DEPTH FOR REMOVAL IOF UNSUIIAULC MATERIAL SHALL GOVERN DEPTH Uf BFDDIIIG ROCK BELOW IHE PIPE. III[ CITY SHALL DCfCRWI?I[ IN IIIC FIELD IF REMOVAL Of UNSUIIAULC MATERIAL IS REQUIRED IO REACH A SUITABLE FOl1NDAI1011. TYPE A QE11WHG AND OPEN -CUT _DETAIL CITY OF SANFORD MAY 1997 FIG. 101 (RCNCH I ' !11 16 Mill. �,✓ .�• o;••p? :1 14 OARS ALL AROUND ;t.t`F}��Jr3i }^I Yli (Mill. 2' CI CARANCE AROUND PIPC.) `zr a . CA_ e` 6~ MITI, (TYP.) �I TIC RODS INCLUDING 4" x 4" N 1/Y rlUfs AND WASHERS HOT DIPPED GALVIRZLD -��\\ (SEE SCIH DULL BELOW) OR SIG PEAS SIECL \ -•-•- I-+'-C 'i-.'.IIIh) DC AR IAI I,( \\ - MECHANICAL (I(P.) lUUI(S ]4 RAILS uNolsruknr.D --,:•''��>,Sj�,��;��'i>h.;)'Q,1;,;1;;:,• J��;,/(( EARTH7v.':'.ti''Ji/:.[•,:t-lvii�/,t.,l,..:aJ;:/J;�:iv'.,✓/i'� ,• D (E D" MIN.) ACC TRENCH DETAILS TOR PIPE DFDUING ENCASE TIE RODS Ili --� 3" COVER k[QUIRLPLHIS I-1/2' PVC SLLCVE (NOTES: I, ADDITIONAL RfINFORCEMEHiS SHALL Dr.. AS N SPECIFIED BY IHE ENGINEER. 2. MINIMIJM COMPHESsrL S[rr nl rot CONCRETE SHALL BE 3000 P.S.I. j 3, HCUUING, BACKfILL, Ali[) COMPACTION SHALL BE AS SPECIFIED CLSLY01000 IN III[ STATIGARD DRAWINGS. A. ALL FORM BOARDS SHALL. DE REMOVED PRIOR 10 DACIfJ-R.L. 5. NO ALLOWANCE SHALL OIL MAUL roll IRICHON ITC IV`CCN IIIC PIPC WALL AND IIIC IIIRUSf COLLAR. 6, DESIGN PRESSURE:-_P.S.I.• SCHEDULE Of DIMENSIONS AND MATERIALS ' PIP( 01MENSIOHS -y-- Ilf RDUS REOro EIIES) A B C 0 DIA. - No. L1,111 H t N o N 4 e n OI [1 I1xOfl OLOCx ,I•[Af 10 U( COLA .I[U 011 uASIS Of ------- Lb f. 1'lN S0. fl. SGIL RLflR1110 (I.]OI IIII) UI,NNIV. fl[ hVIL ] ' to YL COurtM(O Vf Oi Lhdtrl. WATER MAIN 11_1RUST COLLAR DCTAIL CITY OF SANFORD MAY 1997 FIG. 105 GROUND LEVEL e I VINYL COMINUOUS IDENTI- MAX. 36•' /- FICA NOfd/Y1ARNING TAPE MIN. / TYPICAL UTILITY PIPE D 1El!LRAL_HO 1ES; r A. ALL UTILITY PIPE. CIIHCIt PVC Off METAL. SHALL BE INSfALLCU WITH NI.H VIIUC VIN'tl CO11 IINV 0US TAPE, FOR IDIHIIFICAIION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DE Pill Of III INCHES OR AS APPROVED RY THE CIIf. If SHALL BE COLOR COULD AND Y+ORUED AS FOLLOWS: 1, I.OIAHLE WAFER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLnC}: LEVERING. A. COLOR: GREEN WITH BLACK LEIIERING. B. LEI IERING: •'CAU11011: V/AIfR LIRE U. LETIERING: "CAUI1011: SEWER Lill[ UUHILU LILLOW' 08 SIMILAR WURUIHG, UURILU IIELOYC Oil SIMILAR WORDING. 2. RECLAIMCO WATER 4. SEWER FORCE MAIN A. COLOR:PURPLC WIfll WAIT[ LEfTCRRIG, A. COLOR: BROWN WITH BLACK LETTERING. U, LEIIF.RING: "CAUTION; RECLAIULU WATER U, LCIILkING: "CAUTION: SEWER FORCE LINC UURICU UELO'n" OR SIMILAR MAIM BURIED TELUW' OR SIMILAR WORDING. WURUING. B. A COLOR-CODCO la GAUGE CONIINUUS INSVUfED LOCATING WIRE SHALL UC INSTALLCU ALONG ALL PRESSURIZED NON-METALLIC MAIMS. THE 'WIRES SHALL BE LOOPED Ali[) TIED TO ALL VALVE BOXES. (SCL' TIC. 400) 1�1II DIY LILF--tQULLELCATL4I1ALUL G JitLEMIAL5 ( FY0P--RQIAULF/A-TER-At1)LRE.-ClAIhiF-a-- TEC3) CITY OF SANFORD MAY 1997 FIG. 1Ii Ott DIS EA IH fU H / SEE NOTE 1 YIj� .�'• .,•. ••i •�,yi (� t,r � 3000 P.S.I , CONCRE fE v 1• 1 1 T,• t 1 fti SHEETING [.... F) . Lrt F t' 1r '1�J'a r,'+ x 1 1 y`j- DEBITING 1,.jt'i�!'i,;1.FTi?„„fl.''�'•'tl`lj -- ROCK Ire 1 7 �1 CONCRETE ARCH SHEETED TRQICII UNSIIECIED IREHCH {---10' MITI, 'U'_ --E_ SEE 1101E I `f butl� r •r 1 f s[D[s CAN r,;, .: r• r + OC FORMED r ( •f i •r. jj� 1' •I•,r 1 0 P ---•SO .S. I .. 0 I. ,• ;�/. :F coNcl uE It1r•.�4Y1,•,:•,';r•;rr• V� UNDISIUHHEU -- FULL ENCASEMENT slllf IrO IRINCH UNSHCEIfD IRCNCN ILA" Mltl. "0' 6' 1 SEE NOIC I y ' TYP. 1, ('): 15" MAX. FOR PIPE DIAMCICR LESS IIIAN 24', / --� MIN. ( ) AHD 24' MAX, FOR PIPE DIAMETER 24' AND OVER. Tl1AOR COff RCIC ARCH, fit[ MITI. WIDTH SHALL TIC SIICCIIIIG--I,l/, ! -STIES CAN tOL ILA O11I51Ut f/IAb11.IlR Of Ylf(, ZI�A'l1 1 BE FORMED 2, '0' REFERS TO THE OIAMCiCR Of TIIC PIPE. / S. -F' REFERS 10 THE THICKNESS OF THE PIPE. 1 •P;'U" 2- l r•, • 3000 PSI 4. 111C NEED FOR CONCRETE ARCHHALF ENCASEMENT COr k CIL b .. E CH FULL U rl ASEM NI f0 UC DEICRbIINCU Ili INC /t11 F E C C , , ;.r ,,,r.�'•••.�, f/'rJI r'.� ZC{- FIELD AS DIftCC'ICU U'f fill- CITY. 6" MUM- ��'(• .1 •• , r Y • �( UNDISTURBED - }�(1. ,' f ,r ' :':F'• 5. REFER TO SECTION 32.5 Of IIIC UTILITIES MANUAL FOR t•• •'' �\i(L(//_,//}\�; ��/iZJ,�• y`� EARTH SHEETIIIC Al1U OftACIHC CXCA`lAfI011S. ///�•-"�If✓/44.C�YY. / 6. ENDS Of RNCASCMC}IT SHALL BE fORNCO, ArID CONCRETE CRADLE LOCATIONS SHALL OE INDICAIED Oil RCCORD -------- DRAWINGS. FINISHED GRADE a �- CONCREIC BLOCK 36" MIN. " OR BRICK AND (SEE NOTE 2 COVER MORTAR WALL WALL FILLING AT BOTH V N ROLE ENDS RF.�- rT RnINED JOINT DUCTILE -- ::. i IItC)PI PIPE D -- 4" FAIN.- I -"- STEEL CASING PIPE DUCTILE IRON PIPE -` CASCADE TYPE CASING SPACER NOTES: 1. ViHEN CONSTRUCTION 15 WITHIN FOOT r DO JURISDICTIO N, ADDITIONAL uc RLOUI E E I I R 61 t IS OF THE UTILITY ACCUi,IUDAfIOr GUIDE SHALL HE TIE 1. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEi•1ENT AND SHALL NOT DE LESS THAN 6 FEET BEYOND E EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR-4 roof LONG, •1 INCH DY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL RANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, iAAY BE USED Oil A CASE: BY CASE BASIS AS SPECIFICALLY APPROVED IN WRIIING BY IHE. DIKECIOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD MAY 1997 1 LIG 106 •i' x 4' PRECAST FINISHED CONCRETE VAULT CAST IRON FRAME GRADE ANO COVER Willi 36" SQ. - ACCESS LID. 4" IAAX. --� II1 7-1 4" GROUi PREMOLDED PLASTIC �'r !•" .:: l-- 2" VALVE (TYP.) JOINT FILLER 5" WALLS (IARI.)- THREADED PLUG PIPE PLUG (TYP.) - CUT OUT AND SEAL JOINT 2" NIPPLE WI111 MORTAR FOR FORCE - --r MAIN OR WATER )RAIN 2" GnTE -__ -�_ SEE NOTE 2 VALVE 2" NIPPLE ----`- T:� A � _,"C" C J � �'- SERVICE SADDLE l4t4{jj� FS'rl t PEI2 SPECIFICATION --f SECTION 50.5.4 FITTINGS AND T iP} filht PIPE FORA.�.t • r' �` (� t ALL tf' t%C.Jl�ta; ):/ y+�t1�;•�S(ti�.. ? r, t;f DBRASS {1' -t.. l 6„ S,.C:.a',!L.F.G:ti.2IlU''YLY1.{'��'_!'' L�.� .Y,t�•ti.�.��1. Sji.Y:t�-1. _ 6,_ I BEDDING ROCK �.B" x 16" REINFORCED CONCRCTE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOICS: 1• ADOVC DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RCtLASF. VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE LATER - WINED BY IHC LNGINCCR AND APPNOVEU BY 111E CITY PRIOR TO INSIALLAIION. 2. TIIE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE 5HAI.L UC 4.0 FEET. 3. ALL SIRUCIURES TO BE TRAFFIC TEARING RATED. �I.E�4E�G ��ltiEil�lATL2LL�lQ�"9O��f RE LEF LYE QFTAIL_ CITY OF SANFORD MAY 1997 FIG. 112 HORIZONTAL JYCHICAL SEPARATION REQUIREMENTS PROPOSED sANn,Rr s(x(a' UTILITYVIAUI( NAILN N(CUIDCD WATER' (Cx,vile A (,I) f1UNN $(W(N ACrifflAB11 Hokil. Vfxl. kollu, VCR" 110H11. Yf RI. IIDNIl. ViNI. YARIANCTS FOI111 - - - 3'�C- IA to, IA' to, le" A•AIIR R(CLAIu(D• 5' c/C 'r If - 5' C/C- S(( C(NCNAL R01[SI ITV. / 'NAIli 0 0 snl(N 9CNEIiAL-1E21E5; I. THE TADLC REPRESENTS THE MINIMUM SCPARAiION RCOUIIICMENTS AS DESCRIBED Ill F,D.C.P. RULES OF THE FLORIDA ADMINISTRATION CODE (f.A.C.). THESE SCI'ARAIIOII HCQIREMCNIS SHALL APPLY BETWEEN IICWLY PROPOSED UTILITY LINES AND CAISIING OR PROPUSEU UTILITY LINES. �2. FOR THE PURPOSE Of THIS TABLE, RECLAIMED WATER SHALL MEAN I UNRESIRICfCO PUBLIC ACCESS RCUSC WAICR AS DEFINED BY f•A.C. I+-61U. OTHER TYPES Of RECIAIMIO WAIIN ANT CONSIDCHFU HAW SEWAGE AND SEPARATIONS LISIEU FOR SAIIIIARY SI:SVLN SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SN CIFIEU. CRITERION PRODUCING GREIEIt CLEARANCE r SHALL AL FCC C A A 1 U USED ' L C C/C - DENOTES CENTER OF PIPE 10 CENTER Of PIPE. U/U - DENOTES OUT510C OF PIPE 10 OUI510E OF I'IPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT Ar UINAULC, DUCTILE IRON PIPE OR CONCREIE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF fill PIPES. DUCTILE IRON OR CONCRETE Eli - CASEMENT MUST DE USED UNTIL MINIMUM CLEARANCE IS REGAINED. . B. WHERE 11 INCH VERTICAL SEPARATION IS 1101 ATTANIADLE AT CROSSINGS, USE ONE FULL LCHGfH Of DUCTILE IRON ON CN- CASCO PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MA'f BE REQUIRED, 5. NO WATER PIPC SHALL PASS THROUGH OR COME IN COtI TACT WITH A14Y PART 01' A SANITARY OR STURM WATCH MANHOLE OR SIRUCIURE. ('OZICR ETE ARCH AND ENCA5F.f)1EENT DETAM 30" x 30 x6" I,<. CONC. PAD (FLUSH WIM FINISHED GRADE)• 3" DIA. BRONZE 2" 3" DIA, BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D• SIZE OF VALVE u er VALVE 2-1/2' OF YA I TYPE L uu SERVICE. DIRECTION f _J •N n Y• t L< TURNS TO OPL: . I .NAIFJf � - l �•• APPLICABLE VA' VE // r' BOX AND COVER '".` r '%)(.C�/.+': �IlI%1C (SEE FIG. 115) � �;�'I•I�v:�'r:11l�i�vl'rrl/� '�- ANCHORS SUUO :',S.I. 2' (TO BE APPROVED Cotk,. MIN. BY CITY) VALVES 16 INCHES AND LARGER 6" TK, CONC, PAD I� 24, I (FLUSH WITH FINISHED GRADE) 2' #4 MARS ALL AROUND Y /•' \ t f�• �. r.. NAi' 24' .r: . r.s APPLICABLE VALVE y 4 -�- 00X AND COVER ' (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD MAY 1997 FIG. 107 CONCRETE VAULT CAST IRON FRAME AND COVER WITH 36" SO. _ ACCESS LID. EXISIRNG/ 17`I 4' PROPOSED GROUT PAYCMCNr 4" MAX.4 A IC4' PI'I-CA«� f-FINISHCD GRADE --//�//tj•%%,-�(C,' ,f, l•..... ��(t`+,I._•j,.,-�)}; OPERATOR HANDLE PREMOLUEU. PLASTIC--1 2' VALVE (IYP.) - --CAST IRON JOINT FILLER � VALVE BOX ..-.-� • • PIPE PLUG (TYP.)'---- - -•-' S' WALL (MIL) TOP SECTION �'� EXTENSION 2' NIPPLE -�_ 'L '•-� - ' 2" PORT WITH ROD AS a THREADED PLUG REQUIRED VALVE SEE NOIE S �,"` •r 2' NIPPLE {. �T GROUT _ 2' 90' BEND 11' � �{••ffT7}��-,-- UT 'Z' 90' UENU •--�''' "'••'. F.Z`Mi`i1�T;f �1Y 1'•''A'Y1.4 )'' • t 2' NIPPLE �•`Sg .z+W �i:,Fj.i;�. ,�� J',{j fly{;. 2' UNION f iZ1i'tYT ti:'}yA`•' L'(•117i'i i'^;)"'� •t4'V 2' BRASS PIPC . UUU r, r ,Ib 1 2' CATC 6' DED ITC f10 _ C D 8' x 16 RETNfORCEO CONCREHE FOOTING. WASTEWATER FORCE MAIN OR '2IAIER MAIN SERVICE SADDLE PER SPECIFICATION SECTION 50.5.4 NOTES; 1. ABOVE DETAIL 15 BASED Oil 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND fIIIING'i ACCORDINGLY FOR OIHCH VALVC SIZES AND TYPES. VALVE SIZES TO BE UCIC81,11HED BY THE ENGIIEER AND APPROVED DY THE CITY PRIOR 10 IIISIAL- - LATON. 2. TINE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL UE 4.0 FEET. S. TIIE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. _2EF-5LLAIR OR COSIJINATION AIRS v CU , . YA1lJUM REl EASE VA .VF Q Il CITY OF SANFORD MAY 1997 FIG. 113 AREA FOR UtIDISTURHED PLUG SOIL TYP. EDGE OF TRENCH Q�� u- `-U U- TYP. (\� n W r, J Ross rrf-� CROSS W/ TWO Pl UG5 WOOD FORM BOARDS BEHIND BELL SHALL NOT INIERFEHE WITH JOINT (TYP.) --_\ 0 CONCRETE THRUST BLOCK (iYP.) 0/2 EDGE OF TRENCH TYP. OFFSET (AS REQ'D) G CROSSCUT ©'-CRIBS ED E OF -\ UNDISTURBED - \ SOIL (TYP.) TRENCH WIDTH - z }G N ,1 T 3 THRUST-- j�jG1 .,lu! THRIUST BLOCK, FITTING Ai N- ARE:A (SQ. FT. CONCRETE THRIUST BLOCK HOiES: - AREA FO 1. THRUST BLOCK HEARING AREAS SHALL BE POURED AGAINST TEE UNUISTVRUED MATERIAL. WHCHE IHEIICH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXfEND TO UNDISTURBED MATERIAL. (RUST BLOCK FULL LENGTH Of flrrlNGS. JOINTS 2. EXTEND II DL F L wooD N DOLTS SHALL NOT D OV R Of THRUST BLOCKING NUTS AND D L S LL N C C C CD - - - TYP. BLOCKS Elf 11NGS SHALL BE PROTECTED BY POLYCIIIYLCNE fl PLACING OIICN IC THRUST BLOCK. FILM 6 MIL. P NOR 10 P t C C Sr U ( 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED AREA FOR 3, ROUGH BLOCKING FORMS SHALL DC USED ALONG SIDES Of PLUG IIIRUSI BLOCKS Al REQUIRED. ( . 10 SUIT Ili[ SPECIFIC fIi11NG AHRANGELIENI. TIE TEE_-WLLD 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESCRVAIIVE IF fORMS ARE 10 REMAIN IN PLACE. 6, ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE 1E511NG, UNLESS HIGH EARLY STRENGTH CONCREIC IS USED AND CITY HAS APPROVED A SHORTER PERIOD. -AREA FOR AREA FOR 45' BEND TEE AREA FOR PLUG I ` C TEE W/ VYE FIil1_Y� �S2 T) P ^A FC. TIOrI GRAVITY SC'WCRI SOLID LIGHT GREEN OR WHITE PVC SMITH LIGHT GREEN J.� LEIIIRIifC.. [RC C,F FORCE MAIN( WHITE WITH BROWN LIIICRIIf0. � 2I' SCWCR F RCC WAIN{ MAX•-ISCWEN FORCE MAIN AI F 4 INCH N 3 CTTERING A MITI, 0 3 I LETTERING: L PIPE IDENTIFICATION LEi / I) A. FORCE MAIN: SCVtCR FORCE MAIhN HEIGHT AND APPEARING N01 LESS B. GRAVITY SEWER: SEWER LINE THAN ONCE EYCR'f 21 INCH Ilf- IERVAL SHALL RUN IHE LENGTH Of A A ON J iHC PIPE. H MERINO SH LL APPE R 2 1 C LC ( PIP AN HUII (HE SIDES 0 IHC C U ENTIRE LINGIH OF THE PIPE. 4) LCIICR'110 MUSE BE PERMAIICNILY IMPREGNATED INTO THE PVC (IT CAN NOT DE SIENCILEU ONTO IHC SURFACE). PVC FORCE MAIN AND GRAVITY LINES TITS TYPICAL MCfAL PIPE 4" PIPE - 6' TAPE IS CENTERED ALONG TOP (HALF OF PIPE. SEWER EDIC SEWER LINE .Ib.'ll.�'��.'�;'G'.�'�/�ili'r iY'.,d'T�..�lr!G'f�l/.�?�l1.C?T11.�:%/..11.�i✓� / i,�, 6" - 16" PIPE - 6'IAPE IS PLACED ALONG BOTH SIDES Of TOP HALF OF PIPE, / S"n Ywt N•n rest Sw1 YES( yf�f.�l.IF�ti���lr+'✓ rr ry�r. .�rlr„ ,:i.�l�.l%+�r�✓./i�r iY .�i� 20' AND LARGER I'll'[ - IAI'C 15 PLACED ON BOTH SIDES OF IIIC TOP HALF OF IIIC PIPE WITH A THIRD STRIP CENTER ALONG TOP IIAIf OF PIPL , 1"11 YUIf Yxl rl.•ll �x1 Y1.11YL.IS /�lJf4Vlllr/1'!!!/ll�Grll.UlX46GGVX� !.!/J�UJ/:Lr.OI:GCCrXJ'1!!-0' iL•tA W[ 1(,1R ln( ll •[A LM( fr r ! lir.(arlivau!!!lv.6v Y 'r - [t•11 lw! 1I •t, t u.( f[•ll Lr•I PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) SPECIFIED !/.0 lul( MAX. NnR lYt .( Is Y1.tA u••t / j- PCR PIPC DIAMETER f FOR SEWER LINES TAPE SHALL DC GREEN Willi BLACK LCK C IERINC roll SEWER FORCE MAIN - TAPE SHALL BE BROWN WIVE DUCK LETTERING. TAPE SHALL RUN FROM JOINT IO JOINT ALONG INIE LEN0111 Of IIIC PIP[.. J>TI�TILE�RQt1_F4IiCLlJAItLAtI�GRAYIT'LL1H ES 1Y1IllJI2EtiI1CLGAll41L T9PE NTS PlPEJDENTIF O' (5_EAFR - FORGE hfAIN AND GRLYLLY) CITY OF SANFORD MAY 1997 FIG. 108 SCIIEOULE FOR HIRUsf BLOCK AREAS K Ulf (W(fTIA w 99 ! n(41n U 11-/1 AI n rA1n n♦ RW +111 It - ni S3 OJ) - 11 - W'•laYl WA IL11 M tWNr1 ell W V wM AY.a 411+M .a Y NKCpll11ID kTo- IA THRUST BLOCK DETAI PANTONC PURPLE 522C PVC WAI[R .,,,......".... r ...1 2 I• MAX �w-....,, w ' u PERMANENTLY T RING UST BE D 3 LETTERING A APPEAR ON S SIDES ICVEAINO SHALL C 1) OF THE PIPE Alto RUN THE ENTIRE ) IMPREGNATED INTO THE PVC (IT LENGTH OF THE PIPE, CAN NOT DC STENCILED OHIO IIIC OF THC PIPE). SURFACE ) SHALL BE A MINIMUM OF 2 LETTERING r 1 A WHI OR f RI I, SHALL BE WHITE AND APPEAR 4 LC TC 3/4 INCH IN HEIGHT E ) A T N ONE OR MORE TIMES EVERY 21 OTHER CONIH S I G COLD[( INCHES ALONG IIIC LENGTH OF THE PIPE. PVC RECLAIMED WATER MdlN His TYPICAL METAL PIPE ICI 2.0' - 1" PIPE -6' TAPE IS CENTERED ALONG TOP HALF Or PIPL .11f/III.�lITITIIIIII.III,�1T!!Q.11, lllll���I,� RECLAIMED WATCH MAIN RECLAIMED WATER MAIN IIIAN.9/IIIIIIIIIIIIlIIIIIIII�IIIIIIliI1l1�'I 6' - 16' PIPE - 6' TAPE IS PLACED ALONG BOTH SIDES or IIIC TOP HALF Of PIPC. IIIIIII/II1TI1IIIlIIlIIll.1,Ul!/Illllll�I// 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE Willi A 1111RD STRIP CENTERED ALONO TOP HALF Of PIPC, \ lIIX.ClIIII.CIXI.II.�Illrlll�'!!I!!!!!/1 l!I!! lfr.�.rlrfr�rrl1�!!r lrrrlri!!!r!!!s!x I SPECIFIFD `ENER DA D _ PURPLE TAPE WITH WHITE OR OTHER CONTRASTING PCRMANCNTLY IMI'k LGNATCD LEITCRING SHALL UC USED. IIIC TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH Of THE PIPE, p1t�I11�1RQZLIiEE1d1ME� TAPE HIS HIS PIPE IDENTIFICATION (RECLAIMS-D WATER) CITY OF SANFORD MAY 1997 FIG. 109 CAUTION MODIFICATION OF THESE. DETAILS BY NON -CITY OF SANFORD PERSONNEL) OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN TH.E. WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. 0 UTILITY STANDARD DETAILS I DATE APPROVED DET001 ALL LETTERS 2' IN HEIGHT 18" WITH 3/4" SPACING BETWEEN ROWS J /`�I- _IRRIGATING WITH RELMED 12" WATER L 1__DHIK1 1/2" -�__DON0o - 36- (MAX) • 1 1/4� o 1/2" BORDER , . . . .. • . o . . . . . . TICS: I. HEIGHT Of- SIGN WILL DEPEND Oil LOCAIION AND SURROUNDING LAt1USCAPE PLANT IYPCS. It! ALL CASES, [HE SIGN SHALL BE VISIOLE TO fill PUBLIC. 2. BACKGROUND SHALL BE PANTONC PURPLE 522C. LETTERS SHALL BE WHITE. 3. LNGINTERING GRADE REFLECTIVE MAIINIALS Shill BE USTU. - 4. POST SHALL BE U CHANNEL 12 Ff. 2 LB, HOT ROLLED SIGH fCNSILE RAIL OR BILLET STEEL, HOT DIP C.U.VANII(D PER ASIM A-123. 5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 6. SIGHS i EL BE PLACED BY THE CONTRACIOR IN ACCORDANCE WITH I III CITY APF'RUVLU ENGINECRING PLANS AIIU/OR AS APPROVED Of TIIE OIRCC TOFt, (E�EQ-WAR-JRR_I C,gTL4N5LQ1! CITY OF SANFORD MAY 1997 FIG. 114 RAISCD 1-1/?" I.ETTERS FLl1Sfl 1'lITH i CIF CO"`-" S;.IHrar,r or, "SrORMW AS APPLICABLE PLAN "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES ALL COVERS USF "AS' I EQUAL. MACHINED MATING SURFACES 24" 1 3/13" _I 1-1/2" MIN. 4\111�. i•11� f^t-4-3/4" MITI. MANHOLE FRAME: USF "227" INLET FRAME: USF " 1295' OR EQUAL. ELEVATION STANDARD MANHOLE FRAK1E AND COVER CITY OF SANFORD MAY 1997 FIG. 202 C.,--- ----------- M - L, z_� O C •l w w VI II I[ pp d It lT. Ci f, ✓1 v N �O n W N o -- _ - 0) 1% r` z ITANDAR-AIRYA<_P_ACKAGE CITY OF SANFORD MAY 1997 FIG. 207 naanoononoo r=0000000000 CIU D a 11 n D nQ 0 CI n DI o Q a a Q Q a a a 0 0 0 D l 0000000000000 D 0 0 C{RfCLAILIED a a Q )7gUC urrWATERuvv 000 n Q IT an a Cl Q Q D 000 7❑Q❑Qa as D On a D D DQ Q 00000n UD 10000000 a a DOD 1 a.L1 LLLl.(1q.1Lf1q.C1II.Ll r4naaad�•, (600gggnqnn, ,u aQ❑OQUa❑U❑� gQaQaaQngqq ❑gaagnnnqqaa DaIJ DTD�SEWER Iggn ES 0 1) . D ❑uauu'Jrvv aaa 000000000000 (]q QU D2 QU ❑ (IaQQC1Duanar \0agaq❑ "4.Z1.LL �L. RECLAIMED WATER SEWER c1g❑aqaODaaOoaagOaDaDOQ Da aaQQgg000 0 ❑agagnD0000 an ❑❑ ❑.. a❑ WI( o o D a❑ vEa0D Daa00000000 0000000DQf a nagaaaq l I POTABLE WATER NOTE; APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPt�AL-YALYF BQX-CQYER-PETAIL5 CITY OF SANFORD MAY 1997 FIG. 115 SET ITOP OF VALVE BOX -- COVER (SEE FIGURE 115) AT rows LED GRADE CONCRETE PAD Ill UtIPAVED AREAS FINISHED GRADE (SEE FIGURE 107) it ADJUSTABLE CAST IRON l VALVE BOX SEE NOTE 2 - -_ �_-. -I BOX SIIALI. REST ON BEDDING ROCK, Nor M,J. PLUG VALVE ON VALVE OR PIPE lsh/ _ AND SHALL BE CONTINUOUS COLOR CENTERED ON OPERATING NUT CODED 14 GAUGE -_....� INSULATED WARE (NON-METALLIIC PIPES ONLY) WASTEWATER 6" BEDDING ROCK FORCE: MAID NOTES: I. PVC EXTENSIONS MAY 13E USED Oil VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL CI"TY OF SANFORD MAY 1997 FIG. 203 4" THICK 3000 PSI 1 LIMITS OF SITE TO DC CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHItl 3" OF FENCE LANDSCAPED AREA (3' MITI) F_ 5 CHAIN LINK FEI ' IMlil ^ PER SECTION 2II.3.10 '� / - RTU ANTENNA All 46.I Of .1 IE MANUAL • (SEE FIGURE 3(14) - VALVE i VAULT I _ME -" --`--_(WET WELL CONTROL PANEL �I _ 5' MITI (SEE DETAILS) _ Lr 5' L111EIIA E 011113 1 10' WIDE MIN tJ,^ • CONCRETE WATER SERVICE i o R/Vr -- - -- C, - 2 - 6' SWING GATE �- BACK OF CURB STREE-1 IIGHI~- WATER METER C/l_ - PUDLIC R/W -- _ ♦ THIS DIMENSION SHALL BE EQUAL 10 TIIE DEPIII OF THE WET WELL. NOTES: I. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 Y.S.I. CONCREfl. 2. POWER TO THE PUMP STATION SHALL OC THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 1. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER. I. DEVELOPER SHALL I1451ALL AN AUTOMATICALLY CONIROLLED SPRINKLER SYSTEM LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILAUIE 5. ENGINEER SHALL PROVIDE A SCALED (I' = 20' MIN.) SITE SPECIFIC DEIAILORAWING '( f +P STATION TYPIQALSIIF ELALI CITY OF SANFORD MAY 1997 FIG. 300 f 6" BLACK STEEL MIN. I CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) flrlISIIIED GRADE 'iC1 itLr _1_LFT_ I 4 . - 24" DIA. MIN, I 3000 PSI CONC. NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR, BOLLARD CITY OF SANFORD MAY 199 / FIG. 1 1 6 _ VARIES IYP) LOT WYE WITH UNANCII ,f 6" LINE "A�'EWCR MAIN - - SIZE VARIES 5' MAX: WYE 1Y1I11 BEND B" URANCI{ SEI{YI:_ CLEAN -OUT (SCE NOTE 2) a REMOVABLE PERMAtNEIT PLUG (TYP) SERVICE CLEAN -OUT PLUG (TYP)-t'•,'' (SEE Holf 2) _- \ -( - ;{ti� LOT i � iW LILAC 6" 45, BEND a SERVICE CLEAN -our PLAN (SCE NOTE 2) TROWEL- FINISHED CONCRETE BENCHING CONCRETE BASE� _- SEE MANHOLE J` CONNECTION DETAILS DETAILS FORCE MAIN MANHOLE LITTER i THICKNESS (INCHES) DIAMETER'. (HEIGHT (FEET) MATERIAL MANUFACTURER (INCHES) 3-6 ,5-29 71-25 25r-35 _rUR 61-66 67-72 MANHOLE FRAME h COVER (SEE FIGURE 202) "'CT COVERS FLUSH IN PAVED AREAS d( At FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN '" NOTES: UNPAVED AREAS. ' k`Y"'i':«�Y(N'' I`'Nj{ 2 COURSES 0[ BftICK (MIN.) (r IL'3.r krvq� ;+ ! 4 COURSES (MAX,) i, MANHOLE SHOWN IS FOR SEWER SIZE B" TIIRU 24 SEE SECTION 20.4.3 OF THE 4' I-6" MITI. MANUAL FOR MANHOLE: DIAMETER FOR SEWERS LARGER THAN 24'.- v 3'-0' MAX, LJ 5' 21-0' 2. DROP CONNECTIONS AME REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24' > INSIDE WALL OUTSIDE WALL OR MORE ADDY[ THE INVERT OF THE MANHOLE, SEE MANHOLE CONNECTION DETAILS. o PRE,PRIMED 3. APPROVED COHCCHTRIC' CONE DESIGN MAY BE USED AS AN ALTERNATIVE, Sli"lidl�O J�_FPoxY COATINGS ' a p JOnn SUIIrACCS PER SPECIFICATIONS 4'�-0- _ 5' MIN, a 4, EACH BENCH WALL SHALL BE A MINIMUM OF IB INCHES LONG FROM THE WALL OF ('.,LE Not[ 5 PRE -PRIMED PRESTIC 40U (' ) l ' JOINT SURFACES PLASTIC )DINT THE MANHOLE TOWAI{U) THE CENTER. SCALEN Wllll PNoI[CIrvC 5. MANHOLES RECEIVING PONCE SUN+ DISCHARGE SHALL HAVE AN INtEHIOH LINER m v WRAPPER AS SPECIFIED IN SECTIIOH 42.2.'2 Of fill UIILIIICS MANUAL. D.!tCIIING NCR SPECIFICATIONS -1 I D] ° (WRAPPER TO BE Rcmoycu) - COMPLCICO REINFORCEMENT AIIU JOINT - I -�-- JOINT WAIN DETAIL TO BE DESIGNED Of .� MIN. SQUCELC-OUT \SQUCCZE-OUT TIIE ENGINE[({ AND B MIN.AI'I' OVEU VY THE -� I" ^"`Y+St^ipm1�G7"^ne..�7 1'__' City. 9 -19 `\\ 19-� r SECIl Q1HI BEDDING ROCK `-2" MIN. CAST-INTPIACE PfIFCnST MOtI011TIIIC -- �collckL-lE BASE BASE TYPICAL MANHOLE CITY OF SANFOR'D MAY 1997 FIG. 200 FINISIIED GRADE +�-- .v� �r,.\Y 'Sel •�v r2t.rr�•�.rl��.��n.nr..v;a`[1`t r'�Y v+ti�;r ��nJ`l I%���Air .Y)�i?�i).%/>f'Ji.✓" lA.%✓`/.rl�/i�}..'l)%ir3'%:.•i�%�E 11 SLOPE TO 6' PVC s 1Y le ICINLIINAI. OT.PI11 At � A � J 1.07, MIN. (TYP) ` =L:, t .:� -� - TEHI4UlAl DEPTH -6' PVC AS HCOUIRCU FOR 30'TAIYP.) { SPRING LINE SERVICE (3• MIL) TERMINAL DEPTH AS REQUIRED FOR (SEE NOTE 1) (T[P,) SERVICE (3' MIN.) SEWER MAIN (TYP,) SINGLE DOUBLE SERVICE SERVICE Pl�I�fIL F H9 ALUM. CLIPS 2'-0" MAX. 10'-0" TO CENTER (TAAX) SPACING 70P RAIL POST CAP POST j � STRETCHER �j"� ', L #9 TIE WIRES EDIFIERS BARS F:,'..�2 r {�:•Ny I2" D.C. FABkIC 3R�H" ROUND ID TUSS BARS LINE POST SEE NOTE TURNBUCKLE TENSION WIRE GRADE L ` �'i'/T�' : '<l�)i%� /y.�{�•y,c�f. � I'C,{'��J I7J.'. v�)1�:`., 7 .-.��':. `ir:/1J� . �!.( GL�.t'sa lJf �1-iflN�r/.�'�'�!. ✓!Lr(1�>,.•0:''.'..`�.J���2.4 ;•�i� :. .!' ---- 3000 PSI CONCRETE E -1 L --I 12" I-L 6 6" --1 12.. FENCE DETAIL 3/H" ADJ. GATE POST -I r-GATE CORNER TRUSS NODS -4 rGArE FRAME r-GATE POST 20' MAX. {I DOUBLE SWING GATE DETAII tJUrCS: I. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. (:�HAJN [UK FENCE DETAIL CITY OF SANFORD MAY 1997 FIG. 304 NOTES: I, INVERT OE LATERAL SHALL 1101 ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTILLED AT TIME OF BUILDING CONSTRUCTION BY TIIE COHIRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT 111E END OF EACH SERVICE SPUD-001. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES 14 NON-RESIDENTIAL SERVICES SHALL BE 6 INCITES IN DIAMETER AS A MINIMUM. SANITARY SEWER LATERAL DETAIL_ DF SANFORD MAY 1991 PROPERTY CONCRETE BOX WITH LINE TRAFFIC TYPE CONCRETE COVER PROPERTY RIGHT-OF-WAY , WIRING fROu vUUP SInROM PRESSURE SWITCH FURNAS MODEL- / 6)SYU1L Oil APPOO ED EQUAL) � ^� I 2- BRONZE, BRASS. OR L _ 'j- 2' CAP (MIN) BRASS SHUT OFI vnLVCS nNU fll - RESILIENT BALL VALVE GS \\2' 611:1 (CE -� I OIL-FILLfD-"- PRESSURE � �_-BRASS'DRAIN IVY CAST IRON VALVE UC GAUGE 2" VALVE (ItOSS 1 2' AIIN DIA PIP 1 1 DAL(. CHECK I IORUONfAL LVC (FULL FLOW) Y'E 408 MODEL I ---2" BRASS 112145 Flo-f FLANGED TEE AIIC (FLANGED) j' - I CANE VALVE OR APPROVE( DUAL L T C�INFLOW fJ[I� u l _ll JnI�I OUTFLOW UUUU I I FULL FLOW PLUG VALVE MOUNTED 1 DOWNSTREAM WITH L SQUARE ACTUATING NUT (DEZURIK MODEL NO. 344 ON AN APPROVED EQUAL) NOTE: DIMENSIONS WILL VARY ACCORDING TO LINE SIZE, THIS DETAIL IS DIAGRAMMATIC ONLY, ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. PRESSURE SWITCH DETAIL CITY OF SANFORD MAY 1997 1 FIG. 305 PRODUCTS AND MATERIALS: A. PIPE PIPE SHALL BE SCHEDIULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASIM 01764 AND 01 7tl5. 0. FITTING, FITTINGS SHALL DC OF THE DRAIN WASTE AND YCNT TYPE WITH SOL- VENT WELD CONNECTIONS. FIIIIIGS SHALL CONFORM IU ASI14 f31tl, D2466 AND D3036. C. PVC CLEANER, PRIMER AND GLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR UHE SOLVE14TI WELD AND CONFORM TO ASTM DESIGNATION D2564. Ir1STALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONIECHUN TO Till VACUUM SEWER SYSTEM, 'T------T., .T------T.. If I s(nvl:[ Y14f C,o. (SEt,O[U4 (His u¢rT) 1 slug-oul I ott+eoul w gt �"1 do-, ce,snY i rgou gunumc <�=tcp= a ALL IIUS SIQC,) srAv,[(1 SIUg-OBI YACUU4 YAL`.'[(SCR 10 IvC) (SEE O SIOMAO( III YACOD4 uUH TYPICAL SERVICE CROSS-SECTION 4' DIA 6" LONG SPOOL PIECE WITH 1/8- STAINLESS STEEL MESH (RASA GUARD 90' BEND' 90' BEND 41' PVC RISER - 4' PVC C.O. THREADED CAP r% "t ''sy,.,�r 45•, BEND STRUCTURE '•� r '� ' TCC D.W.Y. WYE 4' SCH 40 PVC C.O. TYPI=A1 SERVICE VENT AND CAN -OUT DETAIL VACUUM SEVIER SERVICE LATERAL SPECIFICATIONS CITY ' OF SANFORD MAY 1997 FIG-, 205 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) r Y'L I r rd ADJUSTABLE CAST IRON VA LVE BOX SEE NOTE 2 BOX SHALL REST ON RESILIENT SEAT C'! n BEDDING ROCK NOT ON VALVE OR PIPE M. J. GATE VALVE ' ' AND SHALL BE WATERCENTERED {f OPERATING O MAIN !!'T � a 7�' `CONTINUOUS COLOR CODE=D 14 GAUGE INSULATED COIPPER 6" BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) NOTES: I. PVC EXTENSIORNS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL DE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 400 TIE PRECAST - MANHOLE - WALL f- INFLUENT SEWER (SEC NOTE 3) I CONCRETE ENCASEMENT �_ _•� OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED 'y (SEE NOTE 1) 90' DE+D STANDARD DROP DETAIL PRECA NANST HOLE T' WALL COLLAR ENCASCo IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24' DIAMETER PIPE AND LARGER PRECAST MANIIOLE� ' •) WALL STAINLESS STEEL-- PVC OR BANO DIP STAINLESS STEEL . �. • r• •' .•t.,• t•,, . •..� PIPE CLAMP .:' • ' . •:: RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: I. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER, 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24' DIAMETER PIPES AND LARGER. I'I 3. AN OUTSIDE DROP CONNECIIOH SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVCRI 24 OR MORE ABOVE THE OUTFLOW PIPE INVERT, MANHOLE. CON=GN DETAIL CITY OF SANFORD MAY 1997 FIG. 201 NIBCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD MAY 1997 FIG. 206 I i I I. CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. PLANS � � � � CITY of SANFORD I UTILITY STANDARD DETAILS I"' I APPROVED DET002 COVER (SEE FIGURE 115) / Y BACKflI.L BUTTERFLY VALVE E /;'• fT' Y. UINGISTUKBED IA.RIII VALVE PAD IN UNPAVED AREAS (SEE FIGURE 107) FINISHED GRADE ADJUSTABLE CAST IRON VALVE BOX UEDDING ROCK NOTES: I. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSIALLATION. 2. ALL WATER SHUT-OFF VALVES SIXTEEN (16) INCHES AND LARGER SHALL BE BUTTERFLY VALVES, SEE SECTIOri 52.3 OF TFIE UTILITIES MANUAL. DUTTER.F V VALVE AND Box D-FTAII� CITY OF SAIJFURp MAY 1997 FIG. 401 IT BALL VALVE FOR 2 O.S. d Y. RESILIENT INCHES AND ULLOVY SEAT CAI[ VALVE, DOUBLE CHECK OR (DOMCSHC ANU I1141- (2. REQUIRED) REDUCED PRESSURE ZONE GAIIQtJ ONL'L 2 REQUIRED) DETECTOR ASSEMBLY AS APPROVED BY 111E CITY TEST COCK (IYP.) DIELCCINIC UNION IHRLA01' --.-\' _. / (2 REQUIRED) I TIPPLE (IfP.) rc \ _ 90' BEND (2 REQUIRED) li rl ---- T i 'IRA K�DI --- k - •Y ti \: CONCRETE SLAB \ • J, . I , .,j:; "' • tl? LDS �,• . �. /� �' ;.;� )'� 1I,�NJJ•✓../. ..Hit No. 6 . 6 • N, ;.).: I;; '/la�l.rQ,� /,%.; .,vj.,�,'a":", <<b:j7� W10 x wlo c I\�l \v,::.\•: �``J.\`.�tiS\\ti\\\\�.\\'\l�s.`1\l\�.\i.�(.) I:r,:�.`"S 'WIRE MESH SERVICE 2- H I1_AtII2_RELQW _ AE5Ehffl LY TOILS: I. All. PINT I'HIIIIGS, LIAIERIAIS, LABOR, AND APPURTENANCES SHALL RE ,�LJPI'LICU fl'f IIIC CONTRACTOR. 2, ALL PIP[ AND FITTINGS TWO (2) INCHES AND SMALLER SHALL DE THREADED :.CIIfIIUIC 40 (/AiVAiRLfD SfC[[L OR BRASS. 5. All PIPE. Arlo FIf NHGS THREE (3) INCHES At1U LARGER SHALT. RF HESTRAINTO JOINT UUCIILC IRUll PIPE. ABOVE GRADE JUR115 SHALL BE FACIOkY-f LAtJGE D. 4. IIIRIL (3) ACTT MLIL16 AND ABOVE SHALL BE ABOVE GROUND INSIALLI,IIONS Willi O'fwSS. 5. VANES SHAH Ili CIIARN1 0 CLOSED. 6. ALL FIRE LINES SHALL BE AS APPROVED Of THE FIRE DEPT. 7. III[ ENTIRE ASSOADLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES ALTO UL.Ck FOR ALL OIHCR USES. B, A GAIL VALVL SHALL BE INSTALLED AT TIIE ASSEMBLY'S CONNLCIION POINT 10 THE MAIN. SCIICDULC 40 GALVANIZED I'Il'L AND Vifilli(;S OR DOUBLE CIICCK OR SCHEDULE BO PVC PIPE 2 REDUCED PRESSURE DEVICE ANU nllim:S (NOT P•EQUIRED WHERE RECLAIMED V ,TER IS UTILIZED) METER BOX AND LID UNION I UNION TO GE FLUSH WITH FI+ISHED GRADE. SHUT OFF VALVE I? t0 30' AD )'IL CURD -1 4" TO 6" GHADF' FINISHED_l GRAU� L METER CURB STOP SERVICE LINE APPLIES UHLY If Ik RIGAIIOH ME7CH HAS SLPARAIC IAV 10 MAIN. IN MUST CASES ri-• CoRf'. STOP THE IRRIGANON MLILI( WILL UC PARALLEL 10 IIIC HOUSE MCICIN ANU Off Ql' THE DOUBLE STRAP SADDLE SAME SER`710E COIJNECHON. IIUIL): I. A FU;IIVE C ICLCCIiIC C0C i NON SHALL BE MADE UC IYLCtl ALL GA VANIZLU AND 1, it COMPONENTS. 2. METER SHALL DE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR At PROPERTY LINE AND IN NO CASE 511ALL It DE INSTALLED Ili SIDEWALK ON OTHER PAVED AREAS. 3. USE PRIMEk SUITED TO BASE MATERIALS. FRJISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. v. UGUULE CHECK VALVES SHALL NOT BE USED WHERE OROUtiO LEVEL POP UP 11[AOS Ar([ Ill USE. 1f�fzLr,gILr) ),tEIEL��t1P L21LL��Fl.slli__Vr.t_`LE �?1 REDUCRD ['R SSUR�?AQKFI,01`! PRF VUL FR CITY OF SANFORD IVIAY 1997 [FIG. 503 NYD8ANI UP[it AI ING Hui HOSE NOZZLE AS REWD. 24' SQUARE AND PUMPER NOZZLE 6' THICK REII- FACING STREET FORCED CONCRETE - SHEAR PAO. (SEE - - - VALVE NOTE 2) z >i (SEE FIGURE 107) s 2 - 14 O.C. ALL- AROUND -I:- COMPACTED M J HYDRANT BACKFILL ANCHORING IEE SEE NOTE 3 1xC' I'2' MIN. --R i%r•IF xr4Ht,Lr:i'r[` '(`tt (°r. ty r,•,T:, ) J1 T. .It I12 o�1 1 . i M1I fI 4h-.,..r.�i.l.L...JJ.,.Irt.LJ. .w-}."�Y+.:,1:•k w..r.rVh .....:.•tJ.:.,.:'.•.� 6" BEDDING ROCK �/// D•' PIPE RESILIENT SEAL GATE VAT -YL AND BOX MECHANICAL JOINT (SCE FIGURL 400) Willi RESIRAINLRS (IYP.) NOTES:. I. FIRE HYDRANT SHALL 8E SUPPLIED WITHOUT A WEEP HOLE., OR WITH & PERMANENTLY PLUGGED WEEP HOLE. 2, THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED Ili ACCORDANCE WITH SECTIOIN 52.7.5 OF THE UTILITIES MANUAL. FIQE_li_YL�RAZII_A.� EIL1pl Y�?EIAIL CITY OF SANFORD MAY 1997 FIG. 402 O,S. & Y. RESILIENT SCAT GATE VALVE. (2 H000IHEU) 1151 COCK (TYP.) RODS Oil u.LP. RISER (IYP) FLANGED 90' LEND I _ i -_ 4' CONCRETE SLAB (2 REQ.) I WITH No. 6 x 6 W10 A W10 z y WIRE IAESII �2d__ �. -j;Y'..1 r--� I•,�J ;•Y,. jr;;iL - 1 F D JOINT •.` + ti�' •t `t' 1 A I 2" PHEf O t Nk 1 C l f 1. rJ 1 h. ) / IA. � N A I1 I W E N 11 I L L C LI 36' Mill. COVER (` '`�f�/'1t�•, I� �yS �(,' 'T�N jSn�J,;i PIPE AND CONCRCIC -1.� __ J.uI.Li�\J >�.�'hY� , _ •/' SLAU (IYP) J - Tuou 10 Cf-11t --90' LEND(2 NEB.) uNylcE -' THRUST COLLAR RODOFD TO THRUST COLLAR PODDED TO 90' UEIND Of( AS REOUIk1U SO. BEND OR RESTRAINED Of THE CIT'f BACK IO VALVE AS REQUIRED BY THE CITY ;t_!t(OtLAt(Q_AIl4YF ASSE}daLY - DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL VALVE (2 REQUIRED) - --�` 5'0" MIN ITT - I CONCRETE SLAB- J�L4YE_4R QUtlR_PEYICE�LlTr1 .12ELEC.IOERYPASS T ITLF.�FtE�IS_Q[�QFl2�EILP�3E�iiE�4C1.F pEIFCT�-AB�E!,tiiLY TRAFFIC COVER WHERE REQ'D. DOUBLE METER BOX (lti" x 24" MIN.) FINISHED GRADE 1cti •., rJ r7+ y )J jf�YY/F:4/"t ---_-�/.fr.'-�!'✓/ill�,�s;,,7;;ii.�� }n '`' rGrJ�P1J;� 2" CAPtr 2" GATE VALVEcl l[� w , 3/I 2" 90' DEND rI_21` .- 2" 90 r BEND RESTRAINED JOINT- 6" BEDDING ROCK DUCTILE IRON WAFER MAIN TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE ON JOINTS. 2. COLOR SHALL BE APPROPRIATE FOR USE. 1LOWOFF VA(VE DIETA1 CITY OF SANFORD Y 1997 FIG. 403 DOUBLE SINGLE LOIS (IYP.) ERVICE (TYP.) - SERVICE (TYP.) -� �o- PRoacRrr ICI WA CR MAIN (6" MIIMUM)� SEWER MAIN CLEANOU (IYP) - REDUCER 4" WATER MAIN ,',IJIN.) 6" FIRE HYDRANT FIT:NGS AS / A55EMULY kEQJI}'SU (IYP.) J - (SEC NOTE I) - - RIGHT OF WAY LINE-- SEPARATE I.)( IEIT CURB BOXES L.--"- - WATER MAIN 2' (TYP.) SIDEWALK (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. TYPICAL SERVICE LOCATION DETAIL CITY OF SANFORD MAY 19977 FIG, 404 (NIGHT OF WAY LINE ---------- VARIES LIMITS OF UTILITY CASEMENT -(/ CONCRETE SiLAO BYPASS FLANGED IEE --- -� --T---Ci- (2 REQUIRED) _ ,•rr uIH, I ^ 0 5'0" MIT. METER rk STRAINERI --� (SEC NOTES 9--10)0) _ . 1141E S: _2 0 MItJ' 2'0" MIN' 1. ALL PIPE AND FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL B SUP PLIED 1 ' 1A E PPLIED BY THE CUNIRACIOR.I I SHALL D J 5 AND IANOCN L C N S IIIICC 3 INCHES Al. Pit'( AND FII II G 1 2. L I ) HCS TRAINED J011Nt DUCTILE IRON PIPE ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. 12" SPOOL PIECE 3. THREE (3) INCH MCIERS AND ABOVE SHALL BE ABOVE GROUND DOUBLE CHECK OR REDUCED INSIALl.1YlONS Willi BYPASS. PRESSURE LONE DETECTOR 4. VALVES SHALL BE CHAINED CLOSED. FLANGED 'I' TQ BYPASS ASSEINIILY AS REQUIRED BY THE CITY S. THE ABOVE GROUND BYPASS LINE SHALL BE SIZED FOR FIRE FLOW REQUIREMENTS. 1/2- PR[FORIAED JOINT - 6. ALL FIRE LINES SHALL BE A MINIMUM OF EIGHT (8) INCHES MAILRIAL ULIY4111 PIPE -O.S. &Y. RESILIENT SEAT VALVES OR AS APPROVED BY THE Fill[ UEPI• AND CONCRCIE SLAB _ {)(} (j (5 REQUIRED) ` 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE 90' FLANG-D NERD PROICCIION USES AND BLACK FOR ALL OTHER USES. �- RODS ON D.I.P. RISER B. A GATE VALVE SHALL BE INSTALLCD AT THE ASSEMBLY'S 4" CONCRETE SLAB WITH 12' MIN. CONNECTION POINT TO THE MAIN. 110. 6 A 6, '810 A WIU 36' MAX. WINE MLSH FINISHED GRADE 9. DUAL DOMESTIC -FIRE FLOW MASTER METERS SHALL BE fjrt�J I: 7 i'i.:•�,t" f �•,:' �r . r, f , "''� .'.F' /.: T•T7 . \!/,r��4 THE COMPOUND TYPE a \9�/F\i1 A,/y,,y Y� .^�'(,. ArI�. �/ /l,r 7ltn:i figrci'^''CL%titi 'i. •!. +! > u [; �J^,n. -. I'r!•':C �.+ I /r„ram . �fI �vy,,y.,'.�1!'['G?;,.., /• nt,j !A.}l� �y fYit •y1.; )/c rt r DOMESTIC WATER MASTER METERS SHALL BE EITHER COMPOUND o I0.'J D2REOUIRED) OR INURE TURBINE TYPE AS DETERMINED FROM THE PROPOSED O /} ,,,���-----{{{G.r../)J .•.�,: , A�G.•.1�f J.4r:Yn!! ....:: a/�'�, `:tJitlfc 4.:,h`ti�1�G.4 vJ �- - USAGE Alto AS APPROVED DY THE UTILITIES DIRECTOR. ^FROM MAIN r .�� _-� -10 SERVICE THRUST COLLAR Ili RooD[D T 90' BEND OR RESIRARIEU l0 VALVE AS RCQUIRLD ADJUSTABLE PIPE THRUST COLLAR HOODED TO BY III[ CITY SUPPORT SIANU5 90' BEND OR TOTALLY RESTRAINED AS REQUIRED BY lit( CITY ��AI�(�Q1,tF�tl Elf�E�EL2Y�p�ME�II1 WATER h A1LER_UFLER_LUEM9U DnINltiCIION [.Err• LdnV rlat.J 01 ..,:k:., al n.+ ,iLr nalm .null L. ddodnoMJ In iva,Jant. ,Hn n.. ,r.dutwmn. L.In. +,rJ u,. vret.Ji, .. vadun. In An :rA a -eel swnn.,,J v,a.Jir. lir mH„L.Hnp x.d., ui1n; DOUBLE CHECK BACKFLOW All y,i.la.,n. „I u,. ImdJa ID.yunio.nl eh [na.imn.nlil vrmaoa�l ya,ou Blau L. apmyn.d .uh. 2'IAEIEk PRCVENICH ASSEMBLY IIYr OrUAY WV/[x CUIH[CIIION HDI[II SCH. 40 GALVANIZED I. A Lmve'a,y limps <anm.amn 1. r. vnH.J al Jn <ann.cuon, WI.- .Al,nny PIPE AND FITTINGS icu.. .al.r ,nJhn anJ w,av ..J n.+ ,wu muln 1,nvra..m,nm• PROVIDE TEMPORARY 1. u,. d.wll aw . 1. 1e L,. iva mr uulny am .• +w mdn al am 1,'. Hi,,. PRESSURE GAUGE - r- SUPPORIS AS REQUIRED. ,.I,II„y o I,• .ul•r n, win. unJ lur Ilu.r,inp of n + rnuln, uv lu ° 111C11[S HI r�+y7 OI Aru(IlN (I.I rYeminln iurn vIc cll/) unJ lur yuhlny Le el.Haluyluul •u,nph•, Hun, any ��r�ry .rl-, �'1� .ul•r n,uln ul any .I, ♦. II,• lunp.r n •: un ,null L• malnl°In.J unlll ull•r Illllny, lll__ul 1UI- U _ Ilu„Jny, 1••,Iny unJ Jl+ln,•c11un ul In• n•, u, �tnl hu• L•.n .u< •••hilly to npl.l.J unJ . la, i•. Him m. n.nJa O.yanm.nl al [n,Iran,n.nmlrnm au.o DOtrl anJ � U � .Iln.r V•, 11n.n1 uy•ncH. hu•. L,.r, r•u •Ir, J. In• lu.n1••r [enn. cllun mull uHu L• u••J lu ' ,Inluln a minln,un, pr. hurt ul 1U p,l In In, n1+ moln. all„ JHlnl •tllJn unJ unlll In• (DTP tl•a un • I.11•! N JLUIn•J oJ.yuul•. Th,u•I Glo<Linp unJjor ,. drulnl, (hall pJ.l.ul.nillo.,.dJan•MJlpnnL, yV.yarr lylll•lnuy , Jrr•,y,i. hyL.JL.lnp YIP• unJ Illnny. .u•,J Icr [ m,Lc.llnyoIn• A,•+ • . i9inArnu.. _ 12" TO 30' 3/4 IIOSEDIOB u,. an.I m.m1" ItI 1yy.4 dwl LC p.r 1•cItun It al ABOVE /UUM BREA KER f. ni ddny .1 10 .,I.. 1n1. nd u.•, .dn• '.oL. d.n. hw1a+.J: 2' SCUD, 80 PVC,GRADE '-' 2" SCHD. 80 ?VC ....,y ..... w. L. PRESSURE CAUGE r A. Ih. II. -In 1 .1e11 L. eV..u1•J 4 P,....1. 1.0.4 In -Ih. P••• • .I In• ullllry r c •.,punt and .nyln.+r'Ip r•rlly rpl•r Ilyhln.,, prier le II. -In, Vulr•. uhl14 o .. nol F( IN �I`Ir • / -- t" ( Y \ r Ily rll .bull L• I'.Vluc•J .IIh a n.. Sul.. 1.0.11.4 Inin.Jluldl uJluc•nl lull,. "µ D4 { Y- i DOODLE STRAP SADDLE o, In. Lmvaraq lir„P., cam.an,rn III[ L. wn.nutLJ a. Jaau.J, In a 11cn man L. u ua Iu bd In. °.. +al.r met. 1 Ill, yre.:mny .I., 1., Lac- 2" CORP. STOP i.doloymw w.nplb,y gel In. n., ,u 1... ....h.4 Lr m. fUL7 p•mm. 2' CORP. STOP • llu.nlnp .null nul L. ull•mp1.J Ju,InV Y•uN J•n J h.ur, ul Ih. ,•101," +ul•, • All dy+n,l, wrn rwr„, In nr. .y.bm mad L. pj- p,W, 1. op.aLly In. n.-In .air.. EXISTING � © L m NEW WATER LINE • r...u. ro. w , r,nm w. Pn. • Ir, m. n.-hn p.ml. In•, pr.uir. In m. .,Hu,.y WATCH LINE- r„uL. mu,l �ul u'uv U. IL.Je y•I.r J - • m, u.-L. ra1.. d,au oVubJ ° L+ Iwnt 1oh..,l.wmy ° pr.•.ul. mPp yc,v1. ul. C FLOW --- .ul., C. 1". It• -I., .al„ ,Lull 4• lac\.J clu,•J L/ Inr ullllrr ewnVunr unlll IlidJny L•yin., D. In• II• -In Sul.• • u1] L. oG.n•J only lar Ilu.hlnp .1 Ih. n 1.,. It.. P,ua •Jar• .nu11 L. Jlr•cI.J SLY Iln. ullliry cumpollY and oL..r,1,,Y i 1uc [. A11 •. Ilu,hlny, In, It. -in rulr. .null 4. clu.•J enJ 4•J 1. In H.. ele.•J pa,Hlen 4r In• ululrY tom Punr. t. tn. tanH. i..n a y,,,da. da<i.n.nmuo„ a mon rminy Inns m. JaiLl. tnal\, Lac ula. TIE-INVALVE MUST OC CLOSED Ali() REMAIN LOCKED. CITY TO PROVIDE h1.Ld., In LOCKING MECIAIISM, VALVE WILL OC I. [a•PI p r. rve.J m ni.,n n„„ al y,.al.r min [ L.d,.. L, Jl arn,l... I.. u•-In Sal.. OPERATED BY CITY PERSONNEL. ONLY. ,hull . ruin clu•.J unJ all L. Iuu4.J In In. du,•J ye•Illin L/ 1 ulnH, c nq,un/. Ih. 11•-Ir, .ul.. •nu11 r ,ul„ ,la cy.J t ..J urJll In. n•. ,d•m ha, L••,n cl•u,.Ju for u•. LY (0[r er,J all u1,,.r'y.r li,n•nl ay •nt H•. , [. uyin r t.1yl a <Ha.ant. le, i . Ham rutr enJ en . I p.nln...1 Jy.na.., u,• NOTE: t•nn.t u.. In. c . oil r <lu •. Jtu ,J 'nvl wu•J.•m 1 ' Imn pLul ,I•lPuy. •.r u,p er p - THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS,' 7. all In,la11a11un onJ noinl.nonc. .1 Ih. I.,-, I...... ccn u,l.n and o• uolul.J wtum, .....,e1.nd.,1t:.. H111.... ..J." .k..haH L. I.....ya,,.mmq .I•n,. tenro<I°r. ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. WAItx IYSIE4 11%1401 u.a,anirl. Luny d.wl L. y. •, IarooJ m u0 vii ta. r•. .q••"'. Inm v,.,,w., inl... - o ..+1•. eV Pre. •J LI II • , 2%fora p•r1uJ el not I. •. Inun I•. (l) hMW'NA 1••11np •nail L• In urJu, t• .III. Ih, oyy11c u411• yr a.l,lurn a, .•I lurin In e.dlun IJ, AIlan JarJ CeOU ler JI'hm.11ren P,P. I" An NA wa It 1wh L•r u-23 for r1c pip., Th. I. •Tiny pr .J • lull hn 1l Ih. tunlhn 4 epplk.11I. .1 In. ,P ic111.J Pr.••,..• li In• 1•.I •I•I. le, Iln• I„u naur p•r le J, Lr . / •1 a Pump IuIInV .uVDll (rum u tomaln.r TEMPORARY JUMPER CONNECTION olu, JI„.lu •J Ira .•aIJ` lulu $.... •lulu, r.Pulr, •lull"L• nyll, n.J L! H, nho unJ•'ll.. I.. •yuI.J• Tull .nnl„'{IJ•r•.Iu LII•li•J Innll.. Ili• ' ,hull lurnl H, n.trr .'c•„p,y lul.cr' •ul•r pu,nP,, 9uuy., and ell eln•r Il.rn, ,•qulr.J le c unJi.l iln• ..yulr •J •ul., Jh,hlUuhuu .Y•I.m unJ Y•'Icr,n n.r.•,urY t•yulr,. CITY OF SANFORD MAY 1997 FIG. 504 L V1 t= L u - d a a 0 L� w Ex 0 l O =LYPJCAI_Bx.�l'1�LIIlAL_E�E�LAL�IEIZYIAIEtLIfililF�AIIQL.T_E61_LAYQIlI CITY OF SANFORD MAY 1997 FIG. 505 CORPORATION !TMARK WITH WOOD CORPORATION Y-BRAING NCH H PAINTED IDCNTI- STOP (I' MIN.) - sroP (I' MIN.) CAL COLOR k (I' x 3/4' WITII LOT NUM- x 3/4") DENS CURB STOP I = CURB STOP 2 EA. L Z (SEE Norc s) s w L'J o�c � 1 5' MAX I r 3 _ PROPERTY - LINE TUBING TUBING PROPERTY (I" MIN.) (I- MIN.) LINE SINGLE METER BOX AND I401VIDUAL METER BOXES 3[ WATER METER UP TO 2' WATER METERS UP TO 2" (BY CITY OF SANFORD) (BY CITY OF SANFORD) .Sli(41.E�E�YICE .R2(lQLE�EI3Y1<E CONTINUOUS COLOR GAUGE CODED 14 G INSULATED COPPER CORPORATION STOP LOCATING WIRE Sc FITTING (POLYETHYLENE TUBING (NORMALLY OPEN) ONLY) LOCATING WIRE ALONG MAIN (SPLICE SERVICE WIRE TO MAIN WIRE) FEDCO 810 DOUBLE CHECK NOTES: VALVE I. ALL FITTINGS SHALL DE BRASS WITH COMPRESSION/PACK JOINT TYPO CONNECTIONS. - 2, NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY, 3. EACH SERVICE SHALL TERMINATE AT A CURD SIOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3' BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2' x 2' x id' STAKE WITH THE TOP PAINTED BLUE AND MARKED Willi THE NUMBER or THE LOT(S) To DE SERVED. 4. METERS 1-1/2' AND LARGER SHALL REQUIRE F.D.E.P. PERMITS. ' 30 - 45 S. RECLAIMED WATER SERVICES Sf1ALL BE PAINTED PURPLE (COPPER) OR USE �- FORD Y202 PURPLE COLORED CTS POLYETHI'LCNC TUBING. YOKE BAR ,f,)I�6. POTABLE WATER SERVICES SHALL OE PAINTED BLUE (COPPER) OR USE METER BLUE COLORED CIS POLYCTHYLENE TUBING. AWWA TYPE CC THREADS FORD CURB STOP SY92-323W WATER MAIN TYPE "K" FLEXIBLE )YAIF, R 5 RYICE .0 N EQTIQN DETAI SADDLE COPPER OR CTS POLYETHYLENE TUBING (I" MIN) CITY OF SANFORD MAY 1997 FIG, 405 PVB DEVICE (NOT RCQUiRED WHERE RECLAIMED WATER 15 UIILIZEO) SCHEDULE 40 GALVANIZED RESILIENT SEATED BALL VALVES PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE AND FITTINGS. DIELECTRIC UNIONS SHALL BE USED. METER BOX AND LID TO BE FLUSH WITH FINISHED GRADE. 12" MINIMUM ABOVE I ?2" TO 30" THE HIGHEST OUTLET 4" TO '6" I I ABOVE ! GRADE CURD f - POP-UP SPRINKLER HEAD r INS � r �A 1' Yi METER SHUT OFF VALVE CURB STOP -+- COPPER SERVICE APPLIES ONLY IF IRRIGATION NOTES: METER HAS SEPERATE TAP TO MAIN. IN MOST CASES 1, PRESSURE VACUUM BREAKER (PVB) CANNOT BE INSTALLED -+-- CORP, STOP THE IRRIGATION METER WILL WHERE THERE CAN BE BACKPRESSURE, ONLY WHERE THER' BE PARALLEL TO THE HOUSE CAN BE BACKSIPHONAGE. -+ -- DOUBLE STRAP METER AND OFF OF THE SADDLE SAME SERVICE CONNECTION, 2, THE PVB SHALL HAVE A SHUT-OFF VALVE DOWNSTREAM OF THE METER AND DEVICE. WATER IMAIN }. THE PVB MUST BE INSTALLED AT LEAST 12" ABOVE THE HIGHEST OUTLET OR, IF IT IS FEEDING AN OPEN TANK, AT LEAST 12" ABOVE THE HIGHEST OVERFLOW RIM OF THE TANK. 4, FREEZE PROTECTION SHALL BE ADDRESSED. jaMAL 4N METER AND PRFSstJBE_VAClLtl.Ili_BBEAKER_@ACKFL0Y1 PRE_YEUIEB CITY OF SANFORD MAY 1997 FIG. 502 u ¢ U 4%� 1 L Ot 0 ,J > � u U w o G m w p To Y I YJ a A: yiS� <KNT i2 L K r > o vl m w u F wy o Y r z e pyppp x> W N> � ='AL COINEl CIAL-REfILAIMED WATER IRR1f2AT1Qii_1Y_UEIt, LAY.QQI CITY OF SANFORD MAY 1997 FIG. 506 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. PLANS F`';��: CITY OF SANFORD UTILITY STANDARD DETAILS IDATE APPROVED f D E 10 0 3 ..-'—'bsY.t.u.. ........... ...�3e:. .�:::. w's_ suewesib., :.a: ..Y.�A..�x,:i. .t..._.�. rM�...rY-.in...... ..... :.:: _, ...... .._.. :.. .-.. .'. :. .. ,. _..._ .. .. .. nrm.. weew:.yar_rns....rww.__.r.. wwwwwr, ... •.. _.....«...'..:4Ciffi!v.T._vv . mw., •ax. .. x G._. � NOTES: SCALE: I REVISION5: 1 06-23-99 2 3 4 5 6 GENERAL NOTES S 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH O- 3,000 PSI AT 28 DAYS A SLUMP OF 4" PLUS OR MINUS I", AND HAVE 2-490 AIR ENTRAINMENT, AND A MAXIMUM WATER TO CEMENT RATIO OF 0.58. 2. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2,500 PSF, 3. ALL FOOTINGS SHALL BE PLACED ON WELL COMPACTED SOIL. MINIMUM S590 OF MODIFIED PROCTOR. SOIL COMPACTION .SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER 4. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METNOD 1 OR 2. S 15MIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 53 OF THE LATEST EDITION OF ACI 318. 5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM-185. WUF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 811. -1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301. 8. THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" FOR CONCRETE CAST AGAINST THE EARTH, AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE). 9. PROVIDE 4" THICK CONCRETE SLAB WITH 6 X fo 10/10 WWM. ON CLEAN COMPACTED FILL. TERMITE TREATED. BARRIER BENEATH FLOOR SHALL BE 6-MIL. VISQUEEN. 10. PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS. PROVIDE WOOD TROWEL FINISH FOR ALL EXTERIOR SLAB AREAS. 11. PROVIDE 1/8" WIDE X 1" DEEP TYPICAL SAW -CUT CONTROL JOINTS AT LOCATIONS SHOWN ON PLANS WITHIN 12 HOURS OF (oX6 I0-10 W.W.M. ------------•-- all 1} ./; I=III—III—III—I 1� .�m6 = I —III —III —III --III .00roVISQUEEN 12�� � �•� ' ��� � �•• •�•' •—�1=1 j '• "• y' I � I —III —I � I —III— I_ 4 05s EACH WAY 3 -0 3" MIN. COVER \ COMPACTED 2500' P.SF, FILL TYPICAL MAIN FRAME FOOTING TYPE "A" all• . •' f• I —I 12 ._.�_ • • III —I I i_ C6X6 10-10 W.WM. .006 vISQUEEN 3-15s EACH WAY \ 3" MIN. COVER COMPACTED 2500 P.SF. FILL TYPICAL M,41N FRA d FOOTING �fi3' I' DRAU,N BY: STEVE CANTED' C01C4f'Tv, INC. 511 CENTRAL R,4R< DRIVE SANFORD, FLORIDA 32-171 (407) 330-3238 12. PROVIDE FILLED CELLS WITH ONE CCNTINUCUS NO. 5 VERT. MBAR FROM THE FOOTING STEEL TO BOND BEAM ABOVE, MAX. SPACING AT 8'-0" O-C. AND ON BOTH SIDES OF OPENINGS. MINIMUM 25" LAP SPLICE (SEE FLOOR PLANS FCR LOCATIONS). 13. ALL MASONRY WORK TO BE DONE IN STRICT ACCORDANCE WITH ACI 530/g5 AND ACI 530.1-95. 14. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR? TO THE START OF FIELD CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS TO PROTECT AND MAINTAIN THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION ACTIVITIES. 15. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIF- ICATIONS FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS% LATEST EDITION. 16. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED COD: OF THE AMERICAN WELDING SOCIETY, AWS D1.1. li. ANCHOR BOLTS SHALL CONFORM TO A5TM-30-1. 18. STRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE. 19. DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. (oX6 I0-10 W.W.M. —--------------------------------��---------------- __ Q------�---- =1 I �I I I=III=1 I I • d a I �I I �I 11=III=1 I' Iml f� I a I I, ,III , III III 01SQUEEN 4 - 05 BARS EACH WAY \ 3" MIN. COVER 3 © COMPACTED 2500 P.S.F. FILL TYPICAL INTERIOR COL FOOTING TYPE "A", &X6 10-10 W.W.M. .Y _ I —III —III —III —I 12" I —I 1 I --I I I= I I —III vISQUEEN . ... •_'�.'•. I—III=III=1 I I—i I I —I �_ : ' •' III —III —III TE —I 11= 2 '5s CONT. 3" MIN. COVER COMPACTED 25,00 P.S.F. FILL TYPICAL fi ERIMETER FOOTING PLANS RE11FEWE) CITE( OF SANFORD 6mp ft, I jp �' igi 1; 0 _p7,E 1 TITLE BLOCK: FOUNDATION PLAN SHE ET NO. 2 2 OF 5 JOB NO. 854 4-AND FASCADE 3Y OTINERS u O° 10 TYP. r-fRONT WALL SECTION GUTTER 3Y OTHERS la'-�2 TYP. MTL. aLQG. SECTION PURLIN 5' O/C R-19 INSULATION DROP CEILING SIN FRAME 3Y OWNERS � " C.M.U. SAVE PURLIN IT, PURLIN 5' O/C "Z" GIRTS 5' O/C MTL. 51DEWALL MAIN FRAME BY OTHERS 'SEE FOUNDATION PLAN SHEET "I) SCALE: REV 13IONS: 1 06-23-99 S.C. Z 1/Qil 3 0 1 114' - 3" SOuTP ELEVATION NORTH ELEVATION -101-O" E45T ELEVATION WE5T ELEVATION pRAUL! 0Y: STEVE CANMROURY CMCEPTS,Ill . 511 CENTRAL fi AR< DRIVE SANFORD, FLORIDA 32111 (401) 330-3230 12 1 1 IO'7.JII 12 1 I m ea ,e.,..,W„a�. PLANS Y OF SANE RD I t= T co) P .E L "m VA 0' 1 'N 5 TITLE BLOC<s ELEVATIONS &WEET NO. 4 _. _^� .... ___' "''•-=.+�.:' _..�.C.c.w... .......1...tv .;.: J......_...i... .,_._._.....r'.,G...v.'+.'.J:_........sus.�Zus v r- 1 :�r X NOTES: 6141 4) SCALE: PH 5141 EXIT — .. .. ,...�....�,... Irg V1 I 6141 6141 REIr'lSIONS: 1 JUNE 29, 1999 2 3 5� z DRAILN BY: 6TEVE CANTERWRY CONCEPTS, INC. 511 CENTRAL PARK DRIVE 5ANr=ORD, FLORIDA 32-1-11 (40 1) 330-3238. 4" TO 5EJ-R 5Y8T-M FLUMBING RISER ELECTRICAL SCHEDULE= DESCRIPTION ITEM REMARKS FLOURl=3CENT LIGHT ® I' X S' FLOUR_SCENT LIGHT 2' X 4' DUSK TO DAU.N LIGHT 2' X 2' RECESS INCANDESCENT LIGHT 60 WATT 13LDG. LIGHT d DUAL SPOT EMERGENCY LIGHT -=I EXIT LIGHT EXHAUST FAN TO EXT. BLDG, DUPLEX OUTLET 120 VOLTS SPECIAL OUTLET 120 VOLTS SINGLE OUTLET i?� 230 VOLTS WALL &WITCH (I -WAY) WALL SWITCH (3-WAY) 3 S.P.D.T. TELEPHONE U.L. ARRESTOR 3" RISER W/ 3-4/0 METER 200 AMP, I PI MAIN BRKR P,' 200 AMP, I PH. 'r'lLO PANEL-40 TITLE BLOCK: FLOOR PLAN b I CENTRAL I'=� PLAN 5 CITY OF SlAllir-ko"i.-i (g r. a SHEET 01= 5 JOB NO. 851HDHELE i 0 RIVJIT -e. q`�7 �3614) 6 PLANS PZ 111.11,11 HljwT C11Y OF SshH'F0[1,,D FINAL INSPECIIIN REQUIRED SANFORP WIAIWINQ DgrJT Tf•JF,!3F PLANG ARF FiEY1FWF0 AND CoNP1T1QNAU.Y A':CgFTFP FCF# PFPM;T A Fr-,S4�Ajr 1,"E',UFQ 5HQ1k l (4r (.ON$TROVB To pW TO PlijncF-; W)TV1 AWrOOj"I.,' NTY T� k AT R: HA �� J ( O-L-� WCOD- p ava , C R"', DUNI ESS -i-1 APPROVED mu .... . ..